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Permit Sprint Antenna Cables 2301 Mayport Rd 2012 PREPARED FOR: nM�l�r�iler� N. SITE NAME: ATLANTIC BEACH FILE COPS j SITE NUMBER: JA73XCO54 Sprint* PROJECT TYPE.- SPRINT NETWORK 6391 SPRINT PARKWAY r OVERLAND PARK, KS 662fb1 1 "� � STRUCTURE TYPE: WATER TO •► ERICSSON SITE ADDRESS: 2301 MAYPOR QED FOR CODE COMPLIANT 6300 LEGACY DRIVE CITY OF ATLANTIC BEACH PLANO, TX 75024Spri TM MARKET: JACKSOI�VILLE Ole, SEE PERMTI'SFOR ADDTIIONAL CONSULTANT: EQUIPMfENT SCHEDULES ARE BASED ON RFD REVISION V2 APN#: 169398-0070 REQUIREMENTS AND CONDITIONS. (02-23-2012)(CONTRACTOR TO PULL LATEST REVISION OF RFDS ��EVIERIEDBY: DATE. G 22-12- '. SHEET WITHIN 24 HOURS PRIOR TO START OF CONSTRUCTION) F<CLSGrol PROJECT SUMMARY DRIVING DIRECTIONS VICINITY MAP LIST OF DRAWINGS 609 S. KELLY AVENUE, STS, p SITE NAME: FL 32218 L SITE GENERAL ARRANGEMENT PLANS EDMOND,_OK 73003 SITE NUMBER:JA7�XC054 ON DIXIE CLIPPER DR (SOUTH) FOR 1.0 MI. ROAD PH: (405) 348-5460 NAME CHANGES TO SR-102 [AIRPORT RD] FOR 1.3 Mi. T1 TITLE SHEET FAX:(405) 341-4625 911 ADDRESS: 23 '" 4b1 MAYPORT ROAD KEEP STRAIGHT ONTO SR-102 [CR-110] FOR 0.1 ML T2 GENERAL NOTES COA 29525 EXP. 2/28/20135 ATtL;ANTIC BEACH FL 32233 TAKE RAMP (RIGHT) ONTO 1-95 [SR-9] FOR 1.6 Mi. I 1' APN#: 16939PA-0070 AT EXIT 362A, TAKE: RAMP (RIGHT) ONTO 1-295 FOR l T3 GENERAL NOTES LATITUDE: 30.3491!4 0.3 MI. AT EXIT 3513, ROAD NAME CHANGES TO SR-9A FOR 8.2 MI. ROAD NAME CHANGES TO SR-113 �� ARCHITECTURAL / CIVIL PLANS SITE NAME: LONGITUDE: —81.41114 SR-9A FOR 1.8 Mi. KEEP STRAIGHT ONTO SR-9A Al OVERALL SITE PLAN FINAL GROUND ELEVATION: 137.8' AMSL FOR 3.1 Mi. TURN RIGHT ONTO RAMP FOR 0.2 ML �ti ( ) ATLANTIC KEEP LEFT TO STAY ON RAMP FOR 65 YDS. KEEP 114739CM4 A2 EQUIPMENT SITE PLANS TOWER HEIGHT: 123' RIGHT ONTO LOCAL ROAD(S) FOR 32 YDS. BEAR LEFT 30*% "61,4114 A3 SITE ELEVATION AND ANTENNA DETAILS BEACH ANTENNA RAD CENTER:100' (EAST) ONTO SR-10 [ATLANTIC BLVD] FOR 6.3 MI. TURN OFF ONTO RAMP FOR 153 YDS. KEEP STRAIGHT SITE NUMBER: JURISDICTION: CITYf OF ATLANTIC BEACH ONTO LOCAL ROAD(S) FOR 0.1 MI. TURN LEFT (NORTH) A4 ANTENNA do EQUIPMENT SCHEDULES 41 ZONING: OR ONTO SR—AIA [FLORIDA BLVD] FOR 32 YDS. BEAR 1 A5 ANTENNA PLUMBING DIAGRAMS JA7SXCO5 RIGHT (NORTH) ONTO SR—AIA [MAYPORT RD] FOR 2.1 a}f A6 RRU DETAILS SITE ADDRESS: 2301 MAYPORT ROAD, PROJECT SUMMARY MI. TURN RIGHT (EAST) ONTO FLEET LANDING BLVD FO 0.3 MI. TURN RIGH (SOUTH—WEST) ONTO LOCAL A7 CABINET DETAILS ATLANTIC BEACH, FL. 322233 1) THE WIRELESS (COMMUNICATIONS FACILITY IS NOT INTENDED FOR ROAD(S) FOR 142 'YDS. ARRIVE JA73XC054 A8 ENLARGED ANTENNA PLANS do COAX RUN DIAGRAM DUVAL COUNTY HUMAN OCCUPANCY CONTACTS STAMP. 2) THSECTRICAL PLANS IFACILITY 160ES NOT REQUIRE POTABLE WATER AND WILL NOT EL PRODUCE ANY SEWAGE. APPLICANT: Et UTILITIES SITE PLAN N �"F� ;may, ✓/♦ 3) THE SCOPE OF' WORK CONSISTS OF MODIFYING THE EXISTING \ ,r WIRELESS INSTALLATION: SPRINT � E2 POWER/TELCO DIAGRAMS �„".\AN, AC� ♦/� A. REMOVAL OF EXISTING EQUIPMENT CABINET 6391 SPRINT PARKWAY APPROVALS B. INSTALLATI(DN OF (2) NEW EQUIPMENT CABINET OVERLAND PARK, KS 66251 E3 ELECTRICAL DETAILS _� F NO 725 C. REMOVAL OF (3) EXISTING ANTENNAS TOWER OWNER: E4 GROUNDING PLANS (TEMPORARY) D. INSTALLATt(bN OF (3) NEW ANTENNAS. CITY OF ATLANTIC BEACH •' E. REMOVAL OF COAX CABLE FROM TOWER. CUSTOMER SERVICE DATE E5 GROUNDING PLANS (FINAL) eWj F. INSTALLATION OF (3) HYBRID CABLES TO TOWER. SPRINT REPRESENTATIVE " i ATLANTA, FL ;12233 G. REMOVE ENISTING GPS ANTENNA. 2301 MAYPORT ROAD E6 GROUNDING DETAILS 0, : STATE OF '.+ , , ►,;; H. INSTALLATtfbN OF (9) NEW RRUS (REMOTE RADIO UNITS) DATE E7 GROUNDING DETAILS ,v \ I. INSTALLATtIbN OF GPS ANTENNA (904)247-5834 SPRINT RF ENGINEERING ��OW J. INSTALLATI(pN OF (3) NEW A2 MODULES SITE ACQUISITON MANAGER: NOTE: DRAWING SCALES ARE FOR 24"X36" SHEETS UNLESS OTHERWISE !♦ �' •. `\ KARL HAZEN DATE NOTED. /// /(a {A� APPLICABLE CODES & STANDARDS (904) 568-4621 SITE OWNER CONSTRUCTION MANAGER: PE# 72594 EXP. 2/28/2%13 ALL WORK SHAUL BE PERFORMED AND MATERIALS INSTALLED IN JODY BROOKS ERICSSON SITE ACQUISITION MANAGER DATE ACCORDANCE WITIH THE CURRENT EDITIONS OF THE FOLLOWING DRAWN BY: MH CODES AS ADOPTTED BY THE LOCAL GOVERNING AUTHORITIES. (404) 375-2:?07 j THE ABOVE PARTIES HEREBY APPROVE ,AND ACCEPT THESE DOCUMENTS APPROVED BY: TKF NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT RF ENGINEER: AND AUTHORIZE CONTRACTOR TO PRO&EED WITH THE CONSTRUCTION DATE DRAWN: 02/04/12 WORK NOT CONFFORMING TO THESE CODES. NIKHIL VANMALI DESCRIBED HEREIN. ALL DOCUMENTS OE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND Me IMPOSE CHANGES OR REVISION (214) 585-3607 BUILDING/DWELLING CODE: FLORIDA BUILDING CODE 2010 ARCHITECT/ENGINEER: MODIFICATIONS. f NO DESCRIPTION BY TE (2009 IBC) ,g A PRELIMINARY ISSUE MH 2/04/12 I CLS GROUP SITE ACCESS PROCEDURES B PRELIMINARY ISSUE MH 3/30/12 I STRUCTURAL CO1bE: FLORIDA BUILDING CODE 2010 (2009 609 S. KELLY AVENUE SUITE D C PRELIMINARY ISSUE MH 4/30/12 IBC) EDMOND, OK, 73003 24/7 GATE ACCESS ® /16/12 CONTACT: CUSTOMER SERVICE CONTACT MIKE FIELDS D PRELIMINARY ISSUE MH PLUMBING CODE:: FLORIDA BUILDING CODE 2010 (2009 PHONE: (405) 348-5460 (904)247-5830 1 FOR CONSTRUCTION MH /16/12 IPC) SURVEYOR: MUST HAVE ESCORT (ERICSSON) TECH MECHANICAL COQ)E: FLORIDA BUILDING CODE 2010 (2009 N/A SHEET TITLE: IMC) TELEPHONE COMPANY: CALL FLORIDA 811 TITLE SHEET- ELECTRIC CODE: NFPA 70 AT&T LEGAL DESCRIPTION _ (800)331-0500 8-2s-29E ONE CALL-DIAL 811 SHEET NUMBER: FIRE/LIFE SAFETY CODE: FLORIDA FIRE PREVENTION CODE POWER COMPANY: PT GOVT LOT 7 RECD CALL 3 WORKING DAYS FLORIDA POWER & LIGHT 0/R BKS 4163-1108,1112 BEFORE YOU DIG 1-800-638-4097 Tl (800)226-3545 3.7 EMBANKMENT 4.2 PIPE DETECTION AND IDENTIFICATION PREPARED FOR: F. CONCRETE A. (CONSTRUCT EMBANKMENT TO THE LINES AND GRADE SHOWN ON THE A. UTILIZING WARNING TAPE: ALL ELECTRIC SERVICE TRENCHES SHALL BE PROVIDE CONCRETE CONSISTING OF PORTLAND CEMENT, ASTM C 150, v DRAWINGS.. MARKED WITH WARNING TAPE. AGGREGATES ASTM C 33, AND CLEAN WATER. MIX MATERIALS TO OBTAIN B. (CONSTRUCT EMBANKMENT FROM ON-SITE EXCAVATION MATERIALS WHEN CONCRETE WITH A MINIMUM OF 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. r i n t p � r SUITABLE, WSE IMPORTED BACKFILL ONLY AFTER AVAILABLE ON-SITE EXCAVATION 4.3 TRENCH EXCAVATION MATERIALS. HAVE BEEN USED. 6.0 LANDSCAPING C. (CONSTRUCT IN LIFTS OF NOT MORE THAN 12 INCHES IN LOOSE DEPTH,, THE A. DIG TRENCH TO LINES AND GRADES SHOWN ON iTHE PLANS OR AS �� n FULL WIDTIH Of THE CROSS SECTION SHALL BE BROUGHT UP UNIFORMLY. DIRECTED BY CONSTRUCTION MANAGER. A. FURNISH, INSTALL AND MAINTAIN LANDSCAPE WORK AS SHOWN AND 6391 SPRINT P4RKWAY D. IMATERIAL SHALL NOT BE PLACED IN LAYERS AND SHALL BE NEAR OPTIMUM B. TRENCH LENGTH SHALL BE SUFFICIENT TO ALLOMW FOR SATISFACTORY OR REQUIRED WITHIN THE CONSTRUCTION DOCUMENTS OR AS SPECIFIED IN THE OVERLAND PARK, K4S 66251 MOISTURE (CONTENT BEFORE ROLLING TO OBTAIN THE PRESCRIBED COMPACTION. WETTING CONSTRUCTION AND INSPECTION OF THE PROJECT WITHOUT? ENDANGERING OTHER SPRINT WIRELESS CONSTRUCTION SPECIFICATIONS. OR DRYIN% OF THE MATERIAL AND MANIPULATION TO SECURE A UNIFORM MOISTURE CONSTRUCTION WORK OR ADJACENT FACILITIES. CONTENT TT'HROUGHOUT THE LAYER MAY BE REQUIRED. SUCH OPERATIONS SHALL 13E C. DISPOSE OF EXCESS AND UNSUITABLE EXCAVATION MATERIAL PROPERLY, 7.0 CONCRETE FORMWORK INCLUDED IIN THE APPROPRIATE BID ITEM. SHOULD THE MATERIAL BE TOO WET TO AS DIRECTED BY CONSTRUCTION MANAGER. p� PERMIT PRfOPER COMPACTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO UTILIZED. USE HAND METHODS FOR EXCAVATION THAT CANNOT BE ACCOMPLISHED A. FORMS: SMOOTH AND FREE OF SURFACE IRREGULARITIES. UTILIZE FORM CIftl MATERIAL MNITH AN ACCEPTABLE MOISTURE CONTENT. WITHOUT ENDANGERING EXISTING OR NEW STRUCTURES OR :OTHER FACILITIES. RELEASE AGENTS. E. [DO NOT PLACE FROZEN MATERIAL IN THE EMBANKMENT AND DO NOT PUKE B. "' CHAMFER: EXPOSED EDGES OF ALL TOWER FOUNDATIONS SHALL 4.4 TRENCH PROTECTION RECEIVE A 3/4" BY 3/4" 45 DEGREE CHAMFER. OTHER EXPOSED EDGES SHALL 6300 LEGACY gjRNE EMBANKMENT MATERIAL UPON FROZEN MATERIAL RECEIVE A TOOLED RADIUS FINISH. PLANO, TX 751b44 F. (CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS A. PROVIDE MATERIALS, LABOR AND EQUIPMENT NE(`ESSARY TO PROTECT C. UPON COMPLETION, REMOVE ALL FORMS, INCLUDING THOSE CONCEALED AND THE REPLACEMENT OF ANY PORTION WHICH HAS BECOME DISPLACED DUE TO THE TRENCHES AT ALL TIMES. OR BURIED. CONSULTANT: CONTRACTORS OPERATIONS. G• $TART LAYERS IN THE DEEPEST PORTION OF THE FILL, AND AS PLACEMENT B. SHEETING AND BRACING: MEET OR EXCEED OSHA REQUIREMENTS. D. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. PROGRESSEES, CONSTRUCT LAYERS APPROXIMATELY PARALLEL TO THE FINISHED GRADE 4.5 BACKFILLING 8.0 CONCRETE REINFORCEMENT _ LINE. H. ROUTE EQUIPMENT, BOTH LOADED AND EMPTY, OVER THE FULL WIDTH OF EMBANKMENT TO ENSURE UNIFORMITY OF MATERIAL PLACEMENT. A. NOTIFY THE CONSTRUCTION MANAGER AT LEAST $4 HOURS IN ADVANCE REFER TO STRUCTURAL DRAWINGS FOR ALL REQUIREMENTS. OF BACKFILLING. �}r, I- COMPACT EMBANKMENT UNDERLYING NEW GRAVEL PAVING FLOOR SLABS AND B. BACKFILL TRENCH WITH LIFTS UP TO 12 INCHES• LOOSE MEASURE. 9.0 CAST IN PLACE V tiL� STRUCTURESS TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS C. PROTECT CONDUIT FROM LATERAL MOVEMENT, DAfMAGE FROM IMPACT OR DETERMINEIp) BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM UNBALANCED LOADING TO AVOID DISPLACEMENT OF CONDUfiT AND/OR 609 S. KELLY AVENLgESTE. D MOISTURE (OONTENT. COMPACT NON-STRUCTURAL AREA EMBANKMENTS TO A MINIMUM OF FOR STRUCTURAL CONCRETE (FOOTINGS, FOUNDATIONS. ETC.), REFER TO EDMOND,_OK 90 % OF AASTM D-1557. STRUCTURES. DO NOT FREE FALL BACKFILL INTO TRENCH TIL AT LEAST 12 STRUCTURAL DRAWINGS FOR REQUIREMENTS. FOR ANY MISCELLANEOUS CONCRETE, PH: (405) 348�ggp NN INCHES OF COVER IS OVER THE CONDUIT. REFER TO SPECIFICATION BOOK OR OBTAIN REQUIREMENTS FROM CONSTRUCTION FAX:(405) 341-4625 3.8 SITE GfRADING MANAA. ALL CONCRETE SHALL COMPLY WITH ASTM C94 UNLESS NOTED COA 29525 EXP. 2/2F8/2013 4.6 COMPACTION A. WJSING ON-SITE EXCAVATION MATERIALS SHAPE, TRIM, FINISH AND COMPACT OTHERWISE. SURFACE A[REA,S TO CONFORM TO THE LINES, GRADES AND CROSS SECTIONS SHOWN ON A. COMPACT BACKFILL TO A 95 PERCENT COMPACTI(QN AT A MAXIMUM DRY B. MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 DAYS: 4000 PSI FOR THE DRAWINGS OR AS DESIGNATED BY THE CONSTRUCTION MANAGER. DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3 TOWER FOUNDATION AND 3500 PSI FOR ALL OTHER CONCRETE UNLESS SPECIFIED B. %RADE SURFACES TO DRAIN AND ELIMINATE ANY PONDING OR EROSION. PERCENT OF OPTIMUM MOISTURE CONTENT. IN CONSTRUCTION DOCUMENTS. SITE NAMEr• C• r19uMINATE WHEEL RUTS BY REGRADING. B. IF REQUIRED COMPACTION DENSITY HAS NOT BEES OBTAINED, REMOVE C. AIR ENTRAINMENT: PROVIDE 4 TO 6R AIR ENTRAINMENT FOR ALL ATLANTIC D. @OMPACT AREAS UNDERLYING NEIN GRAVEL PAVING, FLOOR SLABS AND THE BACKFILL FROM THE TRENCH OR STRUCTURE, REPLACLE WITH APPROVED CONCRETE SUBJECT TO FREEZE-THAW CYCLE. srRUCTURES TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS BACKFILL AND RECOMPACT AS SPECIFIED. D. CONCRETE TESTING: ALL FOUNDATION CONCRETE SHALL BE TESTED BY BEACH DETERMINEQj BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM C. ANY SUBSEQUENT SETTLEMENT OF TRENCH OR SiTRUCT'URE BACKFILL AN INDEPENDENT TESTING AGENCY APPROVED BY THE CONSTRUCTION MANAGER. MOISTURE (OONTENT. DURING MAINTENANCE PERIOD SHALL BE CONSIDERED THE F8ESULT OF IMPROPER ALL STRUCTURAL TOWER FOUNDATION CONCRETE MUST BE TESTED. EQUIPMENT OR COMPACTION AND SHALL BE PROMPTLY CORRECTED. BUILDING PADS ARE NOT REQUIRED TO BE TESTED, UNLESS OTHERWISE NOTED SITE NUMBF R: E. ONSTRUCT FINISHED SURFACE OF SITE GRADING AREAS WITHIN ONE INCH FROM SPEOIFIED GRADE 5.0 CHAIN LINK FENCES AND GATES BY CONSTRUCTION MANAGER. PROVIDE A MINIMUM OF 5 CYLINDERS (2-7-DAY, JA73XC�54 SITE XC 2-28-DAY, 1-SPARE) FOR EACH DAYS POUR, OR FOR EVERY 50 YARDS PLACED, 3.9 SUBGF28gDE PREPARATION 5.1 GENERAL WHICHEVER 1S GREATER. ADDITIONAL TESTS OR CYLINDERS MAY BE REQUIRED BY %S: CONSTRUCTION MANAGER. A SLUMP, AIR, AND TEMPERATURE TEST SHALL BE 2301 MAYPORT (ROAD A. $NAPE TOP OF SUBGRADE TO THE LINES AND GRADES SHOWN ON THE PERFORMED FOR EACH SET OF CYLINDERS CAST. PREFERABLY, TESTS SHALL BE ATLANTIC BEACH, FCL 32233 DRAWINGS. A. PROVIDE CHAIN LINK FENCES AND GATES AS COAMPLETE UNITS BY A B. WAINTAIN TOP OF SUBGRADE TO A FREE-DRAINING CONDITION. SINGLE SUPPLY SOURCE INCLUDING NECESSARY ERECTION XCESSORIES, FITTINGS PERFORMED AT THE LOCATION OF ANCHOR BOLTS (PIERS - FOR MAT & PIERS, DUVAL COUNhY C• IbO NOT STOCKPILE MATERIALS ON TOP OF SUBGRADE UNLESS AUTHORI"e:ED AND FASTENERS. CAISSONS - TOP 1/3 OF CAISSON). TESTS SHALL ALSO BE REQUIRED FOR BY CONSTE?4uCTION MANAGER. CONCRETE CONSIDERED BEING LESS THAN DESIRABLE BY CONCRETE STAMP: D. %OMPACT THE TOP 12 INCHES OF SUBGRADE TO A 95R COMPACTION A•' A 5.2 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRULCTION MANAGER OR SPECIFICATION STANDARDS. THE TESTING AGENCY HAS THE AUTHORITY TO NOT / AS WITHIN CONSTRUCTION DOCUMENTS ACCEPT CONCRETE MEETING THESE SPECIFICATIONS FOR SPRINT WIRELESS. THE Y K �/ MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR M114US 3 ) '(N PERCENT OfF OPTIMUM MOISTURE CONTENT. CONTRACTOR IS RESPONSIBLE FOR ANY CONCRETE NOT MEETING THESE \`1�t U •+ "~,,W� ��, E. C10NSTRUCT TOP OF SUBGRADE WITHIN ONE INCH OF ESTABLISHED GRACE STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE A. COMPOUND FABRIC 84 INCHES HIGH AND OVER yWtlEi 2-INCH MESH TESTING AGENCY A MINIMUM OF 24 HOURS IN ADVANCE OF EACH FOUNDATION '``�` %; POUR. fN ��/ AND CROS$-SECTION. SHALL BE KNUCKLED AT ONE SELVAGE AND TWISTED AT T HLE OTHER. POUR. TEST REPORTS SHALL BE FORWARDED TO SPRINT CONSTRUCTION MANAGER "*~ 3.10 GEOTFOMLE FABRIC B. STEEL FABRIC: COMPLY WITH CHAIN LINK FENCE MANUFACTURER§ INSTITUTE (CLFMI) WITHIN 24 HOURS OF LAB TEST. �. No E. VIBRATE ALL CONCRETE USING SUFFICIENT HIGH FREQUENCY LOW PRODUCT MANUAL. FURNISH ONE PIECE OF FABRIC WIDTHS. WIRE SIZE INCLUDES AMPLITUDE MECHANICAL IMMERSION TYPE VIBRATORS. INSERT VIBRATORS IN A. LtAY GEOTEXTILE FABRIC OVER COMPACTED SUBGRADE AS PER CONSTRUCTION ZINC OR ALUMINUM COATING. CONCRETE AT REGULAR INTERVALS AND OVER ENTIRE SURFACE TO SOLIDLY FILL DOCUMENTS; IN THE COMPOUND AREA AND UNDER LENGTH OF ROAD (WHEN REQUIRED). 1. SIZE: 2-INCH MESH 9 GAUGE (D.148-INCH LDIAMETER) WIRE. CONCRETE AROUND AND BETWEEN REINFORCEMENT BARS AND INTO CORNERS AND LAP ALL JOINTS TO A MINIMUM Of 36 INCHES. 2. GALVANIZED STEEL FINISH: ASTM A 392. CLAS 2. WITH A IRREGULARITIES. VIBRATE THOROUGHLY THROUGH EACH LIFT TO THE PREVIOUS ! $'rAt� r 3.11 GRAVEL SURFACING MINIMUM 2.0 OZ. ZINC PER SQ. FT. OF UNCOATED WIRE sLORFACE. W LIFT REVERBERATION AS LATE AS THE RUNNING VIBRATOR WILL SINK THROUGH / C. FRAMEWORK AND ACCESSORIES: UPPER LAYERS OF ITS WEIGHT IS RECOMMENDED. DISCONTINUE VIBRATION WHENs's 1. GENERAL REQUIREMENTS: EXCEPT AS INDICATTED OTHERWISE RISING ENTRAPPED AIR BUBBLES STOP BREAKING THE LEVELING SURFACE. DO �/ 4 0110 A. Q(ONSTRUCT GRAVEL SURFACING AREAS USING CRUSHED AGGREGATE BASE AND CONFORM TO THE CHAIN LINK FENCE MANUFACTURERS INSTTJTUTE (CLFMf) NOT OVER VIBRATE AS THIS MAY CAUSE SEGREGATION. �!o "t ' ► \ FINISH COURSES AS SPECIFIED BY CONSTRUCTION MANAGER OR CONSTRUCTION PRODUCT MANUAL INDUSTRIAL STEEL GUIDE FOR FENCE RA&S. POSTS, GATES AND F. FINISHING EXPOSED CONCRETE SURFACES: (17 ��\ DOCUMENTS,, ACCESSORIES INCLUDING TABLE II. 1. THESE PROVISIONS APPLY TO ALL EXPOSED AND ALL FORMED B. SfPREAD GRAVEL AND RAKE TO OBTAIN A UNIFORM SURFACE AREA. 2. STRENGTH REQUIREMENTS FOR POSTS AND SAILS CONFORMING TO CONCRETE, EXTERIOR OR INTERIOR. UNLESS SPECIFICALLY DETAILED OTHERWISE, 4.0 TRENCHIwr, ASTM F 669. PERFORM PROCEDURES PRIOR TO APPLICATION OF ANY CURING COMPOUNDS. PERI 72594 EXP. 2/t8/2013 3. TYPE 1 PIPE HOT-DIPPED GALVANIZED STEELL PIPE CONFORMING 2. ALL SURFACES: THOROUGHLY CLEAN OFF ALL STAINS, SPATTER DRAWN BY: MH CALL LOCAL UNDERGROUND UTILITY LOCATING SERVICE BEFORE ANY TO ASTM F 1083. PLANE ENDS, STANDARD WEIGHT (SCHEDU(LE 40) WITH NOT AND LOOSE MATERIAL EXCAVATION OR TRENCHING. LESS THAN 18 OZ. ZINC PER SQ. FT. OF SURFACE AREA CjPATED. 3. FINS, RIDGES AND HIGH SPOTS: HONE SMOOTH WITH ABRASIVE APPROVED BY: TKF T 4.1 MATERIALS 4. FILLINGS: COMPLY WITH ASTM F 526 MILL FINISHED ALUMINUM OR POWER GRINDERS WHILE CONCRETE IS GREEN, IMMEDIATELY AFTER FORM DATE DRAWN: 02/04/12 GALVANIZED IRON STEEL TO COMPLY WITH MANUFACTURER'S :REQUIREMENTS. REMOVAL.ILL REVISION FILL MATERIAL SHALL BE OBTAINED, WHEN POSSIBLE FROM MATERIALS 5. TOP RAIL MANUFACTURERS LONGEST LENGTHS. WITH EXPANSION 4. FORM TIE HOLES AND DEEP DEPRESSIONS: FLUSH THOROUGHLY EXCAVATED M TRENCHES. L B SITE STRUCTURAL FILL SAND OR SLURRY SHALL 13E TYPE COUPLINGS, APPROXIMATELY 6 INCHES LONG, FOR EA(ifH JOINT. PROVIDE WITH CLEAN WATER AND TAMP TO OVERFULL WITH DRYPACK. CURE 10 DAYS AND NO DESCRIPTION DATE MEANS FOR ATTACHING TOP RAIL SECURELY TO EACH GATE (CORNER, PULL AND HONE FLUSH AND SMOOTH. A PRELIMINARY ISSUE H APPROVED E$Y THE CONSTRUCTION MANAGER AND SHALL CONFORM TO LOCAL GOVERNING 02/04/12 JURISDICTIONS AND UTILITY COMPANY REQUIREMENTS. THE FILL MATERIAL SHALL CCNTAIN END POST. 5. ROCK POCKETS, HONEYCOMB, SAND STREAKS, DEBRIS AND VOIDS: B PRELIMINARY ISSUE H 03/30/12 NO ORGANI(r* MATERIAL OR ROCKS, NOR SHALL CONTAIN OBJECTIONABLE MATERIALS D. GALVANIZED STEEL 11/4 INCH NPS (1.66 INCH OLO) TYPE I OR II CUT OUT AT LEAST 1 INCH DEEP WITH SIDES PERPENDICULAR TO SURFACE. C PRELIMINARY ISSUE AND/OR MA4TTERIALS DESIGNATED AS HAZARDOUS OR INDUSTRIAL BY THE ENVIRONMENTAL STEEL PIPE OR 1.625 INCH x 1.25 INCH ROLL-FORMED C SECTIONS WEIGHING FLUSH THOROUGHLY WITH CLEAN WATER, COAT SURFACE WITH NEAT CEMENT D PRELIMINARY ISSUE H 04/30/12 1.35 LBS. PER FT. PASTE AND TAMP TO OVERFULL WITH DRYPACK IN AT LEAST TWO LAYERS. CURE H 05/16/12 PROTECTION( AGENCY (EPA). THE FILL MATERIAL SHALL CONTAIN FINES SUFFICIENT T'0 E. SWING GATES: FOR 10 DAYS AND HONE FLUSHED AND SMOOTH. 1 FOR CONSTRUCTION H 05/16/12 y FILL ALL VOIDS IN THE MATERIAL COMPACTION OF BACKFILL OR BORROW SOIL SHALL BE COMPLY WITH ASTM F 9000. PROVIDE HARDWARE A4ND ACCESSORIES G. CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF ALL ° PLACED IN 112 INCH LOOSE LIFTS WHEN UTILIZING HEAVY COMPACTION EQUIPMENT OR 6 FOR EACH GATE. GALVANIZED PER ASTM A 153, AND IN AC(�NRDANCE WITH THE ELECTRICAL OPENINGS AND EQUIPMENT/BUILDING PADS WITH THE ELECTRICAL INCH LOOSE LIFTS WHEN UTILIZING HAND OPERATED TAMPERS. FOLLOWING: DRAWINGS AND SHOP DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE 3 1. HINGES: NON LIFT- OFF TYPE. OFFSET TO pLERM1T ISO DEG. GATE CONTRACTOR TO PROVIDE ALL OPENINGS AND SLEEVES FOR PROPER DISTRIBUTION SHEET TITLE: OPENING. FOR ALL UTILITIES. GENERAL NOTES 2. LATCH: MTS MULTI-LOCKING DEVICE MT-C6477.7 OR APPROVED CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND EQUAL. VENDOR DRAWINGS FOR EMBEDDED ITEMS AND RECESSES NOT SHOWN ON 3. KEEPER: PROVIDE KEEPER FOR VEHICLE GATES, WHICH !AUTOMATICALLY STRUCTURAL DRAWINGS. SHEET NUMBER: ENGAGES GATE LEAF AND HOLDS IT IN OPEN POSITION UNTILL MANUALLY PRIOR TO POURING CONCRETE THE INDEPENDENT TESTING AGENCY T3 RELEASED. SHALL INSPECT ALL FOUNDATION STEEL AND FOUNDATION SUBGRADE. PREPARED FO . Sprint' TM3� 6391 %PRINT PARKWAY OVERLAN(Dj PARK, KS 66251 NOTE: 1. FOLLOW THE RECOMMENDATION OF THE BOLT SUPPLIER BASE FRAME ERICQ N 0- REGARDING THE DEPTH OF THE HOLES. 6300 [LEGACY DRIVE 2. STAINLESS STEEL WASHERS EXPANSION ANCHORS, PLANfp TX 75024 MUST BE USED QUANTITY AND SIZE PER SITE INSTALLATION DOCUMENTATION CONSULTANT: EXISTING CONC. PAD �-- CL�Srroup e 609 S. KEtLLY AVENUE, STE. D EDMOt4D OK 73003 PH: (4405) 348-5460 FAX:(4405) 341-4625 COA 29525 IEXP. 2/28/2013 4MOUNTING DETAIL s3rrE NAME: SCALE: 0IATLANTIC „'-6" -� 2'-11" 11'-6" 8'i-ACH 11'-6" SSIITTE�NUMBER: ,'-0" T-Tc ,'-0" 2'-„” T-7" JAraXC054 SIVE ADDRESS: 0 04 2301 WAYPORT ROAD 'j cn ih w ATLANTICft/A�COUNTYCH, FL 32233 a EXISTING SPRINT Orn EXISTING SPRINT I a STAMP: CONCRETE PAD a m CONCRETE PAD s m EXISTING SPRINT h � a m CONCRETE PAD PROPOSED CABINETS z/ ��/,+\xxy�`'E N 'IO r' 1---0- 2'-6" TO REPLACE EXISTING SPRINT + .+ w o EQUIPMENT o a `,� ' lNo 725 \+ L h a. '0(n � Oto IM z i� EXISTING CABLE a X + w m Q: o EXISTING RF SIGNAGE + a s�l,.y �TA OF a ++ LOCATION + + TRAY TO CABLE ++ ++++ RELOCATED EXISTING r�'r/ v'[s 1©R VIDt' I EXISTINGEXISTING ++ RELOCATED) + ++++ CABLE TRAY j f fiT "• ..,,.....•" \\ d CMO SPRINT +++ / NAL. EQUIPMENT I EXISTING EXISTING + + PROPOSED J/f/JJ11I1,1�\� CMO SPRINT ++++ CABLE TRAY PE# 72594, EXP.''2/28/2013 EXISTING CABLE EQUIPMENT E + + TRAY ++++ DRAWN BY: . WH + + EXISTING CABLE + + EXISTING CABLE APPROVED BY: TjKF i7 + + + + I + + + + TRAY + + TRAY DATE DRAWN: 02/04/12 + + EXISTING TELCO + + + + ++++ CABINET EXISTING PPC I� ++++ ++++ ISION + + CABINET :r + + EXISTING TL4LCO EXISTING PPC + NO DESCRIPTION BY DATE EXISTING TELCO ISSUE MH 02/04/12 ++++ + CABINET CABINET + + EXISTING PPC A PRELIMINARY io + + + + CABINET CABINET B PRELIMINARY SSUE MH 03/30/12 I + + ++++ C PRELIMINARY SUE MH 04/30/12 ol EXISTING GPS D PRELIMINARY SUE MH 05 /16/12 LOCATIONS _ 1 FOR CON CTION MH 05/16/12 EXISTING GPS 3'-2" 5'-1" 3'-3" PROPOSED CIENA LOCATIONS 11'-6" 3911, RE: 3/E1 PROPOSED GPS 3 LOCATION TO BE FIELD PROPOSED CIENA SHEET TITLE: VERIFIED W/CM. 3911, RE: 3/E1 EQUIPMENT SITE EQUIPMENT SITE PLAN (EXISTING,) PANS 3 - •,) /� EQUIPMENT SITE PLAN TEMPORARY) EQUIPMENT SITE PLAN (FINAL) SHEET NUMBER: a SCALE: 3/8"= 1'-0" 1/ SCALE: 3/8"= 1'-0" 1 SCALE: 3/8"= 1'-0" TTRUE TRUE [drORTH NORTH TRUE NORTH //� ^ �ALI`L PREPARED FORS: EQUIPMENT SCHEDULES ARE BASED ON RFD REVISION V2 ( RAMS PROVIDED BY OWNER AND PfRODUCED ON THESE DRAWINGS AS (02-23-2012)(CONTRACTOR TO PULL LATEST REVISION OF RFDS �� , RIEQUESTED BY OWNER SHEET WITHIN 24 HOURS PRIOR TO START OF CONSTRUCTION) Spriinte r lY:. RRU Count Combiners 6391 SfPRINT PARKWAY rfi;Vlalon: r2 RFosPnase Phase-5 s«ton Sect°rz sector! secta4 Sectors s«toB Saot°n s«tot s«tori Sectors sectors sector6 OVERLAND PARK, K$ 662$1 te: ?123/2012 RRUS SS Angle 3 3 3 Count C.—d. JAO5t Rest RBS2 RRUS 12 Angle Manufacturer Market Jacksonville Existing BTS# RRUS 12 Dual Model tt,,/A�a TXIBSC JAXJACKSONWLLE�SC 1.1 New BTS RRUS 13 Single 0 0 0 Gain(dB) C (y/ � Let 30.34µ Existing Call II) 525 RRUS 13 Dual 0 0 0 G `S■V) Lon .81.41140 New Cell ID RRUS A2 Module 1 1 1 000 MHz FILTER Structure Type WATER TOWER RBS Cabinet Type 0 RRU Count-Detailed a OW^ sectors Sectorl S«tar3 Sectors S-111 S«1116 RRUS 11 Sectorl sectorz Sectorl Sector4 sectors S«tore Count 1 1 1 6300 (LEGACY DRIVE Numberof S..1se. 3 CDMA-800 1 1 1 Manufacturer Ericsson Ericsson Ericsson PLAAI� CDMA-1900 1 1 1 Model 800ESMR 800ESMR 800ESMR 'VtJ, TX 75024 ANTENNA 01 PMOMHz 81900 MHz Dual Bend) LTE-goo 0 0 0 CONSULTANT: SeCt1n Sectorl S«tor3 Sectort S«tors Sectore LTE-1600 Diplaxe, Vendor RFS RFS RFS #WA #WA #WA LTE-1900 1 1 1 sectors Sectoa Sectur3 Sectors Sector5 Sector6 Model APXVERRISZ,2-19101 APXVERRI6-G1-19101 APXVERR181-1-1910 LTE-2500 0 0 0 Count Antenna Band Type Dual Dual Duel RRUS12 Sectorl Sectorz sector! Sectors sectore Sectore Manufacturer Antenna Count 1 1 1 CDMA/LTE-000 0 0 0 Model <CLSGroup Gain(dBi) 17.8 16.7 16.7 CDMA/LTE-1900 0 0 0 Loss dB)Beamwidth 69 69.4 69.4 LTE-1600 Azimuth 10 110 210 LTE-2500 0 0 0 MU Haight(R) 100 100 100 RRU513 Sector! Sectoa Sector) s«fora sectors Sectore Sectorl s«torz S«ta3 sectors S«tore Sectore 609 5. K Mech.Downtift 0 0 0 CDMA/LTE-800 0 0 0 count EDM LILY AVENUE, STE. D Elect.Dowttilt 1900 2 1 1 COMA/LTE-1900 0 0 o ModelManufPH: PH. ('40 OK 73003 Elect.Dowmat800 10 a 1 LTE-1600 (a�405) 348-5460 EIRP(W) 250 250 250 LTE-2500 0 0 0 Loss dB F (`j405) 341-4625 RET Count 3 3 3 RRUS 11 Count 3 3 3 0 0 0 TMA COA 29525, FXP. 2/28/2013 RET ManuNcturer RFSRFS RFS RRUS 12 Count 0 0 0 0 0 0 Sectorl Sectorl S.1.3 Sectors s«tor5 Sectore RET Model ACU,420-N ACU-A.20-N ACU-A2. RRUS 13 Count 0 0 0 0 0 0 Count eurauue n tram uhnh Manufacturer Sectorl Sectorl Sectar3 Sectors Sectors Sector8 GPS INFO Model Count Model Gain(0) tITE NAME: Vlbndor #WA #WA #WA RBS 1 6102 GPS Cable M4bdel BBs , 6,62 Mondor Ericsson ATUNTIC Mtitenns Band Type MW 20p 0 6101 Modal GPS-TMG-HR25NCM ACCEPTANCE Mltenna Count MW 20p BBS 0 6101 Type min(dBi) Diameter' AC H BSeamWckh RF Engineer. Wkhil Vanmeli Email:NkNl.sanmali@encssan.com Tel: Dale:2123a012 .ITE NUMBER' Ali mu h HSght Carrier information BtartlS ff°gs Channel Element Counts Construction: Email: Tel: Date: JA73XC054 44«h.Downtilt Carriers lFrequencies Tx( ) (MHz) Total UN Per GMer FJtact.Doentift1x ADV-000 1 128 4 128 9RP(M✓) EVDDa00 0 862 817-824 0 0 0 aIle Acquisition: Email: Tal: Date: 11SIJTE MAYPORT ROAD ADDRESS: T Count 1x ADV-1900 2 375;35D; 5 so 230'1 TManufacturer EVDO-19W 2 325;300; 1950-1 1870-1885 192 6 96 ea`da'°^I` Email: Tal: Date: ATLANTIC BEACH, FL. 32233 T Motlel LTE 1900 1 199,10951910.1915 D%VAL COUNTY Antenna Count Per 1 1 1 0 0 0 LTE 1600 0 1526-1536, 1555 1627-1637,1646-1656 Sector STAMP: �� K.� Total 800 1 Total 1900 4 CABLING T1 COUNTS •+ .,•`7 Sectorl Secto2 re Sector! Sectors Sectors Sect RBS Configuration �` at.Cede Length(feet) 115 115 115 RBRB S Modules S Cards COMA 800 1 e'+,+'++`~L+, �,+'".✓`/s EC N count RB.41 RBS2 Count. 88.41 RBS2 cDNA 1!100 2 '1 +1V. Number of Cables 0 0 0 pgU 2 0 XCEMA(1959—L— 1 0 EVDO 800 0 able!Diameter 39.. 39 mm 39.. DBA 0 0 DOMA(1 2 0 EVDO 1900 4 ""+ Cnble1 Type hybrid Cable Hybrid Cable Hybrid CableCEEM 1 0 NEMA( 1 0 LTE 0 raea No I+L _J giblet Manufacturer FHS FNS FMS DIJL 3 0 DOMA IBM) 0 0 •#17'b�e abiel Model TSZ999067/xxxM TSZN9067/zxxM 7sZMD67/xx.M _ Number of Cables 1 1 1 )PAU 2 0 abie2 Diameter 39.. 3a mm 39 mm "� t abie2 Type Hybrid cable Hybrid Calle Hybrid Cable STATE G Or .� i able2 Manufacturer FOS H•S H,S NOTES: .�, �., •'qab ,11 Cadet Model TSZ 989 088/xxxM TSZ 999 Oe8/zxxM TSZ 999 0118/xxxM MICROWAVE DISH Top Jumper Length 3m 3m 3m Azimuth Haight Ans,..aDIamehr Comment Total Ta/Rx MRP(dBm) GAIN(d&) Link Capadty Link to SH.: 1. THE CONTRACTOR SHALL OBTAIN THE 'i/�, •'+ +`.y+.•d Top Jumper Type TSR 95170/3 TSR 9517013 TSR 95170/3 LATEST RFDS PRIOR TO PURCHASING /! .+•�Y Cable Type ANY MATERIALS AND/OR PRIOR THE //y IIA �\ .. Manufacture STARTING OF ANY CONSTRUCTION �J�� Cable Model ACTIVITIES. Total Power Cables PE# 7258!4 EXP. 2/28/2013 Cade Type Fiber OPTO Fiber OPTO Fiber OPTO 2. IF LATEST RFDS REFLECTS CHANGES DRAWN BY: MH Cable Manufacturer Ericsson Ericsson Ericsson Cable Modal RPM 25348921xxxx M2534692dzz M253 a692/xxxx IN PROPOSED EQUIPMENT OR Total Opto Cables 6 6 6 - CENTERLINE HEIGHTS NOT SHOWN APPROVED BY: TKF Cow Cable-Main-Type ON THE STAMPED PLANS, PLEASE DATE DRAWN: 02/04/12 Cow Cable-Main-Length Dish: o CONTACT SPRINT/CLS CONSTRUCTION Coax Cable-Main-Count MANAGER, ANY DISCREPANCIES REVISION Cow Cede-Main-Manulecturer MICROWAVE RADIO BETWEEN THE LATEST RFDS AND NO DESCRIPTIO BY DATE Coax Cable-Main-Model Azimuth Height Radio Comore Total Tower Mount? Modal Cable Type Freq(MHz) Vendor Cada Length A PRELIMINA THE STAMPED PLAN SET VOIDS THE ISSUE MH 02/04/12 Coax Cable-Top Jumper-Type ACCURACY OF THE PLANS. THE PM B PRELIMINA9. ISSUE MH 03/30/12 Coax Cable-Top Jumper SHALL NOTIFY THE ENGINEER OF C PRELIMINA 15SUE MH OT/30/12 Coat Cable-Top Jumper-Count RECORD OF THESE DISCREPANCIES. D PRELIMINA ISSUE MH 05/16/12 Coax Cable-Top Jumper-Manufacturer Coax Cable-Top Jumper-Model THE ENGINEER OF RECORD WILL 1 FOR CON REVIEW AND PROVIDE APPROPRIATE UCTION MH 05 16 12 Coax Cable-Bottom Jumper-Type DOCUMENTATION TO INDICATE Coax Cable-Bottom Jumper-Length Coax Cade-Bottom Jumper-Count APPROVAL OR DISAPPROVAL. Cow Cable-Bottom Jumper-Manufacturer Coat Cable-Bottom Jumper-Modal 0 3. (*) REVISIONS TO RFDS REFLECTS SHEET TITLE: #Rads° CHANGES MADE BY TOWER OWNER NTENNRS & EQUIPMEN AND PROVIDED TO CLS. E SHEET NUMBE cl ANTENNA SCHEDULE ^ SCALE: N.T.S. /e14 (N) RRUS PDU BRACKET ERICSS_ ON RRUS BR NS ( REPARED FOR: RRUS PDU -DIMENSIONS H x W x D BRACKET ): � 17.8" x 17.0" x 7.2" (INCLUDES SUNSHIELD) n e -WEIGHT: 55 IBS Sprint' • (N) RRUS PDU (N) RRUS ° e -CLIMATE: -40C TO +55'C (SELF CONVECTION SILENT, NO FANS >ry IT , IP55) BRACKET -POWER CONSUMPTION: 200 WATTS (TYP.) 0 EE- � 6391 SPRINT PARKWAY OVERLAND PARK, R 66251 55.:5 5:: n 000 0 >> 000 m v arr o iiiiiiiiiii 0 000 ° iiiiiiiiiii so�vi NOTE: m 6300 LEGACY DRIVE RRUS CAN ONLY BE ,{I 191, PAINTED ON SOLAR SHIELD. PLANO, TX 75024 CONSULTANT: (N) RRUS 00 RRUS = n RRU'S MUST BE POWEREDs� 5 RRUS PIPE MOUNT SPACING WITHIN 24HRS OF OPENING CLSGrou SCALE: N.T.S. � L L 609 S. KELLY AVENUE, STE. D DO NOT USE CABLE SUPPLIED HOISTING GRIP END EDMOND, OK 73003 OR PROTECTIVE SKIRT FOR SQUID TTO HOIST CABLE. PH: (405) 348-5460 MANUFACTURER: PCTEL SEPARATE SUPPLIED HOISTING GRIP?S TO BE USED. FAX:(405) 341-4625 DIMENSIONS: MODELGPSTMGCM COA 29525 EXP. 2/28/2013 ONS: 5.0"HHx 3.2.2"-DD PROPOSED HYBRID CABLE LENGTH WEIGHT: 0.6 LBS. GIPS ANTENNA GPS POLYPHAZER MUST BE SECTOR ALPHA BLETA GAMMA SITE NAME: MOUNTED IN THE INTERIOR BR MOUNTING ATLANTIC OF THE RBS LENGTH BRACKET SUPPLIED (SINGLE LINE) 170' 1550 200' W/ANTENNA (TYP) MOUNTING PIPE BEACH 1"d CtALV. MOUNTING RE NOTE 4/A3 (N) ANTENNA, PIPE (MIN.) PER p SITE NUMBER: PIPE CLAMP SECURED—/ 73X 1 A CO5 TO ICEBRIDGE OR REQUIRED GPS Nf1/a7A '�F POST SITE ADDRESS: GROUND S (N) MOUNTING 2301 MAYPORT ROAD W/ANTENNA SUPPLIED GPS ANTENNA CABLE D MASTERLINE EXTREME— BRACKET SUPPATLANTIC BEACH, FL. 32233 HYBRID RRH POWER & DUVAL COUNTY DATA TRANSMISSION CABLE ��tlttilf//i/j! 4SCALE: GPS ANTENNA DETAIL ANTENNA MOUNTING DET ,�� acEa� HS HYBRID CABLE DETAIL AIL N.T.S. SCALE: N.T.S. r' (N) RRUS PDU SITE 2SCALE: N.T.S. NO.'. MOUNTING PIPE (N) RRUS PDU SITE BRACKET, TYP. (N) RRUS (TYP) BRACKET, TYP. ABOVE (N) RRUS MOUNTED 12"—� MOUNTEOTHER + E ABOVE OTHER RRUS FOR (N) 6' ANTENNA RRUS FOR DRIP STATE OF DRIP LINE CABLE SPACING MOUNTED TO UNE CABLE / z• COMBINERS AND FILTERS (N) MOUNTING SPACING ",%. �•, �y �. TO BE INSTALLED PER PIPE ✓,rte RYQ�r CM FIELD VERIFICATION (N) RRUS ' .`��iii`►►► (N) RRU, PER PLAN z z MOUNTED TO MOUNTING �ifl��® AtL�`` ``` MOUNTING PIPE MOUNTING PIPE=—� PIPE IPE 72594,t2 28/2013 cli iv DRA BY: MH w TOP WITH ANTENNA vices APPREbVED BY: TKF (N) RRUS NEW RRUS MOUNTING MOUNTED TO DATE DRAWN: 02/04/12 CLAMP (TYP. 2 PER (N) 6' ANTENNA MOUNTING PIPE RRUS) MOUNTED TO REVISION (N) RRUS PDU (N) MOUNTING NO D CRIPTION BY DATE SITE BRACKET, PIPE (N) RRUS PDU A EUMINARY ISSUE MH 02 04 12 TYP. SITE BRACKET, B EUMINARY ISSUE MH 03 30/12 N) RRUS MOUNTED TYP. C EUMINARY ISSUE MH 04 30/12 TO MOUNTING PIPE MOUNTING PIPE D EUMINARY ISSUE MH 05/16/12 MOUNTING BRACKET do 1 OR CONSTRUCTION MH 05/16 12 •'I$ HARDWARE SUPPLIED W/RRU (TYP) (N) RRUS PDU N ni: SITE BRACKET, 1 r TYP. SHE T TITLE: RRUS PIPE MOUNT SPACINGTOP EW SIDE VIEW WITH RRU DETAILS � FRONT VIEW 6' ANTENNA REAR VIEW SCALE: N.T.S. SHE - NUMBER: A6 PREPARED FOR: fir. Sprint0010,1110 6391 SPPOINT PARKWAY OVERLAND PARK, KS 66251 00- 4 X 0.8' ERIC 51.18" MOUNTING HOLE MANUFACTURER: ERICSSON 6300 LEGACY DRIVE MODEL: GLOBAL BASE FRAME (GBF) 6102 PLANO,, TX 75024 WEIGHT: <44.0 LBS. CONSULTANT- 04 ONSULTANT:N TTTT SG14�N TOP VIEW SIDE VIEW �� A T 609 S. KELL)y AVENUE, STE. D I RBS 6102 EDMOND, OK 73003 CABINET PH: (40%) 348-5460 FAX:(40tg) 341-4625 COA 29525 E?Sp. 2/28/2013 cq FRONT VIEW (N) GBF 6102 SIVE NAME: 4 EQUIPMENT BOLTING PATTERN FOR RBS � NOT USED ATLANTIC SCALE: N.T.S. SCALE: N.T.S. BRACH SITS NUMBER: JA73XCO54 SITE- ADDRESS: 2301 �p4GA4.Y�PORT ROAD ® GC TO PROVIDE ATLANTIC 7[ACH, FL 32233 WEATHER STRIPPING DUVA4L COUNTY ERICSSON RBS 6102 ERICSSON BBS 6102 STAMP: DIMENSIONS 51.18'W x 27.56'D x *66.93'H ' DIMENSIONS 51.18'W x 32.68'D x 57.28'H WEIGHT **771.62 LBS. o WEIGHTS *449.74 — 568.79 LBS. �.R �C'� `''•` 'w ',� 63 — 654.77 IBS. �\�`�� .+ �.1 E ~• \ MINIMUM CLEARANCES MINIMUM CLEARANCES .,� � .+• FRONT 27.56' FRONT 31.00' SIDES 1.97 / SIDES 6.00 N * REAR 7.87 S/ REAR 6.00" r i HEIGHT SHOWN ON THE TABLE INCLUDES GLOBAL BASE ISOMETRIC OF BASE CABINET AND 6102 CABINET FRAME, PROVIDED BY ERICSSON. *WEIGHT SHOWN ON THE TABLE INCLUDES AGM BATTERIES :Olt , I►f "*WEIGHT SHOWN ON THE TABLE INCLUDES GLOBAL BASE ""WEIGHT SHOWN ON THE TABLE INCLUDES OPzV BATTERIES i ST TE OF E FRAME, PROVIDED BY ERICSSON 51.18" 27.56" �•��r/ _gRt� f �� 51.18" 32.68.. /i/Z ,.,."..t-� \\\\ IBBS 6102 PE# 72594! 1'28/2013 RBS 6102 RBS 6102 DRAWN BY: !,LH BBS 6102 APPROVED BY: TIRF M DATE DRAWN: 0;1/04/12 GLOBAL BASE O a rn FRAME (c � R ISION GLOBAL BASE FRAME o N N NO DESCRIPTION BY DATE (SE CONCRETE n Lo A PRELIMINARY I SUE MH 02 04/12 (E) CONCRETELAB SLAB B PRELIMINARY ISSUE MH 03/30/12 (E) (CONCRETE C PRELIMINARY I gSE MH SLABS 04 30/12 (E) CONCRETE SLAB D PRELIMINARY I UE MH 05/16/12 © 1 FOR CONSTR oq ON MH 05/16/12 FRONT °' °' �1D� FRONT 51QE 4 SHEET TITLE: A7 CABINET( DETAILS RBS 6102 DETAIL BBS 6102 DETAIL SHEET NUMBER: SCALE: N.T.S. SCALE: N.T.S. A7 PREPARED FOR: NOTE: �3 NOTE: CONTRACTOR SHALL NOTIFY THE PROJECT REFER TO STRUCTURAL ANALYSIS MANAGER IF THE MINIMUM CLEARANCE pm FOR EXISTING AND PROPOSED BETWEEN ANTENNAS CAN NOT BE MET.LOCATIONS OF COAX. PROPOSED Sprint' (SECTOR 1) " 10 AZIMUTH o 6391 SPRfINT PARKWAY OVERLAND PARK, KS 66251 � o ICS ON70-00 6300 LEfGACY DRIVE PLANO, TX 75024 CONSULTANT: i EXISTING COAX CABLES ----.�.�\ C� <OCC (G ou Pj PROPOSED (3) HYBRID 609 S. KELL`k AVENUE, STE. D CABLE TO BE ROUTED EDMONDi OK 73003 NEXT TO EXISTING PH: (40%) 348-5460 SPRINT COAX FAX: 40 ( f5) 341-4625 gpp ' COA 29525 E)kp. 2/28/2013 900 PROPOSED (SECTOR 2) o 110' AZIMUTH SITS NAME: CONTRACTORS NOTE: PROPOSED ATLANTIC DO NOT STACK NEW (SECTOR 3) moo R FIBER CABLES OVER 210' AZIMUTH BRACH EXISTING COAX. SRE NUMBER: 4TRUECOAX RUN DIAGRAM ' PROPOSE ANTENNA PLAN (FINAL) JAMC054 SCALE: N.T.S. SCALE:1/8"= V-0" SITE ADDRESS:NORTH 2301WAYPORT ROAD ATLANTIC BSEACH, FL. 32233 NVJ,E. NOTE: ` DETAILS SHOWN ON THIS SHEET ARE FOR EXISTING DIMENSIONS AND EXISTING STAMP: DUVAk COUNTY PROPOSED CONTRACTOR SHALL NOTIFY THE PROJECT ANTENNA, ANTENNA EQUIPMENT, AND OTHER PLATFORM ORIENTATION ARE NOT �� II11l�I A44TENNA PIPE MOUNTS/MASTS ARE (SECTOR 1) MANAGER IF THE MINIMUM CLEARANCE MISCELLANEOUS TELECOMMUNICATIONS N(OT DESIGNED/SIZED AND ARE THE 10' AZIMUTH BETWEEN ANTENNAS CAN NOT BE MET. VERIFIED. CONTRACTOR SHALL FIELD \tai {( KRFES EQUIPMENT PLACEMENT AND POSITIONING ONLY. C�''= A04D NSIBILITY OF OTHERS. RE: A6 HESE DETAILS ARE NOT NOR IMPLIED TO BE EXISTING VERIFY THE EXISTING ANTENNA AZIMUTHS `� Q EXISTING Coc. \ � , �! ` / Af1VD NOTE 4/A3 ¢ A STRUCTURAL ASSESSMENT OF THE ANTENNA (SECTOR 1) �,/� �3& ,ir (SECTOR 1) MOUNTS, CONNECTORS, OR HARDWARE UNLESS10' AZIMUTH .. MUS AT PROPOSED ANTENNA 10' AZIMUTH o • SHOULD BE MOUNTED TO OTHERWISE SPECIFICALLY NOTED. CLS GROUP CDMA OkJTSIDE OF CATWALK RAILING CDMA 9 ro PROPOSED ANTENNAS, RE: DOES NOT NOR COULD NOT OBTAIN SUFFICIENT ` �725 SHEET 2 E1 FOR DETAIL SHEETS A4 THRU A7 FOR INFORMATION TO PERFORM STRUCTURAL i SCHEDULES AND DETAILS ANALYSIS. THE CONTRACTOR IS TO CONTACT EXISTING AN WATER MOUNTED ON WATER 'LEI OWNER OR OWNERS REPRESENTATIVE FOR .. t RRUS AT PROPOSED ANTENNAS, MOUNTS AND HARDWARE CAPACITY PRIOR TO (TMP,R CATWALK RAILING , s�"ATE OF + RE: SHEET A7 FOR DETAILS ANTENNA INSTALLATION OR REPLACEMENT O PE# 72594 P. 2/28/2013 • DRAWN BY: MAH RZRUS AT PROPOSE D EXISTING EXISTING DATE ODRAWVED N: F CDMA tANTENNAS, RE: SHEET CDMA(SECTOR 2) (SECTOR 2) _g2/04/12 FA7 FOR DETAILS 1\ 10' AZIMUTH \\� 1�UTH ISION fB DESCRIPTION BY DATE tPROPOSED ANTENNAS, RE: ' g0p/190 PRELIMINARY SUE MH 02/04/12 $HEFTS A4 THRU A7 FOR PRELIMINARYSCHEDULES AND DETAILSPROPOSED EXISTING ANTENNA SUE MH 03/30/12 (SECTOR 2) CDMA (TYP,) PRELIMINARY SUE MH 04/30/12 110' AZIMUTH PRELIMINARY SUEMH D5/16/12 PROPOSED ANTENNAS, RE: FOR CONST, CTION MH 05/16/12 SHEETS A4 A7 FOR PROPOSED o0 SCHEDULES ANDD DETAILS (S CITOR 3) (SECTOR 3) RRUS AT PROPOSED ANTENNAS, 210 AZIMUTH SHEET TITLE: 210' AZIMUTH EXISTING RE: SHEET A7 FOR DETAILS ENLARGED PANTENNA PLANS (SECTOR 3) AND CO 210' AZIMUT" EXISTING ANTENNA PLAN IRUN DIAGRAM PROPOSED ANTENNA PLAN (TEMPORARY) ' SHEET NUMBER: 2 TRUE SCALE:1/8"= V-0" TRUE SCALE:1/8"= V-0" �/� Q NQJRTH NORTH /�-�(� PREPARED FOR: Al Sp rind 6391 SPRINT '-PARKWAY OVERLAND PARK;, KS 66251 ERICSSON 6300 LEGX( Y DRIVE PLANO, Ty,' CONSULTANT: CLS roup 609 S. KELLY Alli/ENUE, STE. D EXISTRNG SPRINT PPC EDMOND, 0{k 73003 CABINFET PH: (405) '348-5460 FAX:(405) 3t41-4625 COA 29525 EXP.. 2/28/2013 s EXISTtING SPRINT 120/24OV, 10, 3W j UTILITY{ RACK 100A BUS, IOKAIC PANEL "A" SCHEDULE LOAD (WATTS) CRK BKR CKT. SITE MAME: "j CKT. CRK BKR DESCRIPTION L2 DESCRIPTION AMPS POLES N0. Lt N0. AMPS POLES 7 ATLANTIC i 1 100 2 (E) BTS 9050 -- (E) SURGE 60 2 PROTECTOR 6 BEACH 2 9 ! 3 100 2 (N) RBS 6102 -- 9050 (N) RBS 6102 60 2 10 SITE t4UMBER: S EXI3TIItNG SPRINT TELCO 4 JA73�(C054 RBS 6102 BBS 6102 5 20 1 (E) SERVICE LIGHTS 900 -- (E) TELCO CABINET 20 1 11 AND (POWER TO _ SOURlCE OR COMPOUND 6 10 1 (E) PLUG OLD TELCO - 900 (E) OUTSIDE PLUG 20 1 12 2301TE A.(bDRESS: MAYjppRT ROAD { UTILITIY RACK PHASE TOTAL WATTS 13,850 13,850 (WATTS) ATLANTIC BE44CH, FL. 32233 i EXISTING CONCFFiETE SLAB TOTAL CONNECTED (WATTS) 27,700 DUVAL_ COUNTY PROPtpSED CONDUIT FOR NEW PROPOSED 25% OF LARGES CONTINUOUS LOAD (LCL) 6.475 STAMP: SPRIWr CABINET (POWER) WITH RUN NEW 2" RIGID CONDUIT SPRINT CABINEI� 1 I NEW 3#4, 1#8 GRND, CU TO NEW RBS CABINET FOR TOTAL LOAD (WATTS) 34,175 1��` .{ 1 THHhIy/THWWN-2) FOR NEW TELCO AND POWER TOTAL LOAD (AMPS) 143A ��,� Q� .r. { SPRINT CABINET. "►*A.\�;•'' IE N LOAD ANALYSIS SUMMARY DIAGRAM PROVIDED BY OWNER POWER RISER DIAGRAM FOR RIGID CONNECTION .. No)725 3SCALE: N.T.S. '.�� 4 SCALE: N.T.S. = 9� 1J ( fi STATE Of 'iDRtC�* ALARM SEVERITY OWNER COMMENTS (;OLOR CODE - ✓�. v �` tERIC%�SON MM-BTS RBS 6102C011T�T f 'oNC MAJOR SERVICE ASSURANCE RBS/RIGHT OVP1/A4 SCAN POINT 1 €10001 UTILITY POWER FAILURE RITE ORANGENC MINOR FlELD SERVICES RBS/RIGHT OVP1/A5 WI / PROPOSED (1) 2POLESCAN POINT 2 {1200} GENERATOR FAILURE HIE 100AMP BREAKER FORpE#72594 p, 2/28/2013 SCAN POINT 3 {1201} GENERATOR RUNNING NC MINOR DRMS ONLY. RBS/RIGHT OVP1/A6 VYr / NEW SPRINT'EQUIPMEN DRAWN BY:SCAN POINT 4 112021 GENERATOR LOW FUEL THRESHOLD REACHED NC MAJOR SERVICE ASMAJOR 11 ISURANCE RBS/RIGHT OVP1/A5 yWH1T /SLATE APPROVED BY: TIkF BTS', SCAN POINT 5 190001 TOWER TOP LIGHT FAILURE, NOTAM REQUIRED NC RED/BLUE DATE DRAWN: x/04/12 NC MINOR SERVICE ASSURANCE RBS/RIGHT OVP2/A2 HITE BROWN R BTS; SCAN POINT 6 191001 TOWER SIDE LIGHT FAILURE, NO NOTAM 'VISION BTS; SCAN POINT 7 120081 1900#1 DBU FAN FAILURE (CABLE SUPPLIED INTERNAL) NC MAJOR FIELD SERVICES RBS/RIGHT OVP2/A3H /BROWN NO DESCRIPTION BY DATE 1 v BTS; SCAN POINT 8 120081 1900#2 DBU FAN FAILURE (CABLE SUPPLIED INTERNAL) NC MAJOR FIELD SERVICES RBS/RIGHT OVP2/A1 SHITE/BROWN A PRELIMINARY SUE MH 02/04/12 BTS SCAN POINT 9 {20081 800 DBU FAN FAILURE (CABLE SUPPLIED INTERNAL) NC MAJOR FIELD SERVICES RBS/RIGHT OVP1/A8 (RED%RANGE B PRELIMINARY SUE MH 03/30/12 NC RED/GREEN C PRELIMINARY SUE MH 04/30/12 BTS, SCAN POINT 10 USER DEFINED FROM STANDARDS COLUMN A ONLY NC RBS/RIGHT OVP2/A4 D PRELIMINARY SUE MH 05/16/12 BTS; SCAN POINT 11 USER DEFINED FROM STANDARDS COLUMN A ONLY RBS/RIGHT 0VP2/A5 RED/BROWN 1 FOR CON CTION MH 05/16/12 NC RED/SLATE I BT% SCAN POINT 12 USER DEFINED FROM STANDARDS COLUMN A ONLY RBS/RIGHT OVP2/A6 SCAN POINT 13 USER DEFINED FROM STANDARDS COLUMN A ONLY NC RBS/RIGHT OVP2/A7 BLUE/BLACK �$ SCAN POINT 14 USER DEFINED FROM STANDARDS COLUMN POW A ONLY NC RED/ORANGE SHEET TITLE: NC FIELD SERVICES RBS/RIGHT OVP1/A2 LACK/BROWN EiR/TELCO v BT% SCAN POINT 15 CLIMATE ALARM BBS 6102 (CABLE SUPPLIED) NC FIELD SERVICES RBS/RIGHT OVP1/A1 DIA - RAMS 9 BTS SCAN POINT 16 OPEN DOOR BBS 6102 (CABLE SUPPLIED) SHEET NUMBER: 'NIS = NORMALLY CLOSED (CLOSED CONTACTS WITH NO ALARM CONDITION) WNER EXISTING PANEL SCHEDULE2 DIAGRAM PROVIDED BY x 2 BTS ALARM SCHEDULE SCALE: N.T.S. p SCALE: N.T.S. GROUNDING NOTES: PREPARED FOR: ADD (1) #6 STRANDED 1. ALL DOWN CONDUCTORS AND GROUND RING CONDUCTOR �4 GREEN JACKETED SHALL BE #2 AWG, SOLID, BARE, TINNED COPPER, LINO. ALL GROUND WIRES PER CONNECTIONS TO GROUND RING SHALL BE EXOTHERMICALLY NEW ANTENNA AND WELDED. CONDUCTOR SHALL BE A MINIMUM DEPTH BELOW GRADE Sprint RRU. NEW GROUNDING OF 30 INCHES OR TO THE LEDGE. MINIMUM BEND RADIUS SHALL TO NEAREST GROUND BE 8 INCHES. CONDUCTOR SHALL BE AT LEAST 24 INCHES FROMBAR, ANY FOUNDATION, UNO. 6391 SPRINT PARK*AY OVERLAND PARK, KS 066251 2. ELECTRICAL SERVICE GROUND ROD SHALL BE COPPER CLAD EXISTING STEEL, HARGER, T&B, ERICO OR EQUIVALENT. WATER TANK 3. WHERE MECHANICAL CONDUCTOR CONNECTIONS ARE SPECIFIED, ERICSSON BOLTED, COMPRESSION-TYPE CLAMPS OR SPLIT-BOLT TYPE CONNECTORS SHALL BE USED. 4. GRIND OFF GALVANIZING IN AFFECTED AREA. EXOTHERMICALLY 6LEGACY DRIB PLA WELD #2 CONDUCTOR AT 6 INCHES ABOVE GRADE OR PIANO, TX 75024} OEXOTHERM CALLYICHEWELD OTHERIS I END TOOGRO ND. AFTER. CONSULTANT: 5. GROUND CONDUCTORS ON EXTERIOR WALL OF SHELTER SHALL BE ENCASED IN 3/4' PVC CONDUIT TO GRADE. MOUNT PVC WITH GALVANIZED 'C' CLAMPS. SEAL TOP ENDS.6. FOLLOWING COMPLETION OF WORK, CONDUCT GROUND TEST. <CLSGr� p SUBMIT WRITTEN TEST TO CONSTRUCTION MANAGER AND PROJECT 609 S. KELLY AVENUE, STE. D MANAGER. EDMOND, OK 73%3 7. ALL GROUNDING WORK SHALL COMPLY WITH CARRIER(S) PH: (405) 348-54t 6o FAX:(405) 341-46;�5 STANDARDS. COA 29525 EXP. 2/28/,2013 EXISTING ANTENNAS 8. GROUNDING REQUIREMENTS SHOWN ON THIS PLAN ARE FOR (GROUNDING NOT SHOWN NOTE: ITEMS THAT ARE LOCATED NEAR GRADE LEVEL AND THAT NEED TO FOR CLARITY) 1. REFER TO :SHEET E5 FOR GROUNDING PLANS FOR BE TIED TO THE BELOW GRADE GROUND RING. FINAL CONIFIGURATIONS. SITE NAME: 2. SEE DETAILL 4/E6 FOR GROUNDING DETAIL 9. UNLESS NOTED OTHERWISE, ALL GROUNDING SHALL BE IN ATLANTA 3. TOWER GR(PUNDING PROVIDED BY TOWER OWNER. ACCORDANCE WITH SPRINTS SSEO DOCUMENTS 3.018.02.004 "BONDING, GROUNDING AND TRANSIENT PROTECTION FOR CELL ANTENNA GROUNDING PLAN (TEMPORARY) SITES", AND 3.018.10.002 'SITE RESISTANCE TO EARTH TESTING". BEAC4 „ 2SCALE: ALL GROUNDING SHALL ALSO COMPLY WITH ALL STATE AND LOCAL �SIIT�E!NUMBER:; TRUE o. 1. s' 10• 20' CODES, AND THE NATIONAL ELECTRICAL CODE (NEC). JAMMU .7XCOv 4 NORTH 10. THE GROUND RING SHALL BE INSTALLED WITHIN 18 TO 24 INCHES FROM THE EQUIPMENT PAD FOUNDATION OR EQUIPMENT SITE ADDRESS;: PLATFORM. 2301 MAYPORT RIbAD PROPOSED 2-19 STRANDED o a 11. GROUND RODS SHALL NEVER BE SPACED HORIZONTALLY ATLANTIC BEACH, FL. 32233 # vwi0 7 CLOSER THAN TWICE THE GROUND ROD LENGTH. DUV GREEN INSULATED GROUND - IL�n STAMP' WIRE o U) EXISTING SPRINT 12. UNLESS NOTED OTHERWISE, ALL GROUNDING CONNECTIONS �� { K. F // am CONCRETE PAD SHALL BE MADE BY AN EXOTHERMIC WELD. ��O"(µ o� 00, 13. NOTIFY THE CONSTRUCTION MANAGER 24 HOURS IN ADVANCE PROPOSED CABINETS WHEN THE BURIED GROUND RING IS INSTALLED SO THAT A TO REPLACE REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE IT IS No 72 EXISTING SPRINT BACKFILLED WITH SOIL c/ \++ w a EQUIPMENT w o 14. RESISTANCE TO EARTH TESTING IS REQUIRED PER SNC { _ p� STANDARDS ON ALL NEW SITES. o:o '" � STATE a� s Q-EXISTING CABLE + + TRAY TO BE + ++ RELOCATED -EXISTING PE# 72594 EXP. 2/2%/2013 SPRINT EQUIPMENT DRAWN BY: MH APPROVED BY: TKF CABLE + /-EXISTING DATE DRAWN: 02/04/12 + + + + REVISION + + -EXISTING TELCO EXISTING PPC NO DESCRIPTION DATE ++++ A PRELIMINARY ISSUE 02/04/12 + + CABINET CABINET + + B PRELIMINARY ISSUE MAH 03/30/12 + + C PRELIMINARY ISSUE 04/30/12 GROUNDING LEGEND: D PRELIMINARY ISSUE O5 ,s/12 PROPOSED #2-19 STRANDED SYMBOL DESCRIPTION 1 FOR CONSTRUCTION 05/16/12 GREEN INSULATED GROUND ► EXOTHERMIC WELD WIRE I NOTE. TO EET E5 FOR GROUNDING PLANS FOR '------ GROUND CONDUCTOR SHE�T�IbFUNDING P� 1 FINAL RCONFIE$URATIONS. MECHANICAL CONNECTION ((jj LANS GROUND ROD GROUNDING PLAN (TEMPORARY) WELDED TO GROUNDERNIGALLY TEMPORAIR SHEET NUMBER: SCALE: 004 INTERIOR GROUND LEAD E4 TRUE o' s^ r s' s NORTH CHAIN LINK FENCE GROUNDING NOTES: PREPARED FOR: 1. ALL DOWN CONDUCTORS AND GROUND RING CONDUCTOR ADD (1) #6 STRANDED— SHALL BE #2 AWG, SOLID, BARE, TINNED COPPER, UNO. ALL GREEN JACKETED CONNECTIONS TO GROUND RING SHALL BE EXOTHERMICALLY SprinGROUND WIRES PER WELDED. CONDUCTOR SHALL BE A MINIMUM DEPTH BELOW GRADENEW ANTENNA AND OF 30 INCHES OR TO THE LEDGE. MINIMUM BEND RADIUS SHALL t' RRU. NEW GROUNDING BE 8 INCHES. CONDUCTOR SHALL BE AT LEAST 24 INCHES FROM 6391 SPRINT FPARKWAY TO NEAREST GROUND ANY FOUNDATION, UNO. OVERLAND PARK, BAR. KS 66251 2. ELECTRICAL SERVICE GROUND ROD SHALL BE COPPER CLAD STEEL, HARGER, T&B, ERICO OR EQUIVALENT. EXISTING WATER TANK 3. WHERE MECHANICAL CONDUCTOR CONNECTIONS ARE SPECIFIED, ERICSS N BOLTED, COMPRESSION-TYPE CLAMPS OR SPLIT-BOLT TYPE CONNECTORS SHALL BE USED. ACW 4. GRIND OFF GALVANIZING IN AFFECTED AREA. EXOTHERMICALLY 6LA L, TX _/ DRIVE P WELD #2 CONDUCTOR AT 6 INCHES ABOVE GRADE OR LANOTX 5024 FOUNDATION, WHICHEVER IS HIGHER. COLD-GALV AFTER. CONSULTANT: EXOTHERMICALLY WELD OTHER END TO GROUND. 5. GROUND CONDUCTORS ON EXTERIOR WALL OF SHELTER SHALL _ BE ENCASED IN 3/4" PVC CONDUIT TO GRADE. MOUNT PVC WITH GALVANIZED "C" CLAMPS. SEAL TOP ENDS. <CLS(Troup 6. FOLLOWING COMPLETION OF WORK, CONDUCT GROUND TEST. SUBMIT WRITTEN TEST TO CONSTRUCTION MANAGER AND PROJECT 609 S. KELLY AVFENUE, STE. D MANAGER., EDMOND, OKr 73003 PH: (405) 348-5460 7. ALL GROUNDING WORK SHALL COMPLY WITH CARRIER(S) FAX:(405) 34}1-4625 STANDARDS. COA 29525 EXP. 2l/28/2013 8. GROUNDING REQUIREMENTS SHOWN ON THIS PLAN ARE FOR ITEMS THAT ARE LOCATED NEAR GRADE LEVEL AND THAT NEED TO 1.NOTE* 1T0 SHEET E4 FOR GROUNDING PLANS FOR BE TIED TO THE BELOW GRADE GROUND RING. TEMPoWRY CONFIGURATIONS. SITE NtAME: 2. SEE DETAIL 4/E6 FOR GROUNDING DETAIL. 9. UNLESS NOTED OTHERWISE, ALL GROUNDING SHALL BE IN ATLANTIC 3. TOWER (GROUNDING PROVIDED BY TOWER OWNER. ACCORDANCE WITH SPRINT'S SSEO DOCUMENTS 3.018.02.004 ANTENNA GROUNDING PLAN FINAL •BONDING, GROUNDING AND TRANSIENT PROTECTION FOR CELL SITES", AND 3.018.10.002 "SITE RESISTANCE TO EARTH TESTING". BEACH SCALE: ALL GROUNDING SHALL ALSO COMPLY WITH ALL STATE AND LOCAL SITE NUJ1vIBER: TRUEo' s• i s' s' CODES, AND THE NATIONAL ELECTRICAL CODE (NEC). NORTH 10. THE GROUND RING SHALL BE INSTALLED WITHIN 18 TO 24 JA73X(C054 INCHES FROM THE EQUIPMENT PAD FOUNDATION OR EQUIPMENT SITE ADibRESS: PLATFORM. 2301 MAYP(bRT ROAD 11. GROUND RODS SHALL NEVER BE SPACED HORIZONTALLY ATLANTIC BEAch4, FL. 32233 o C*, CLOSER THAN TWICE THE GROUND ROD LENGTH. DUVAL CfOUNTY PROPOSED #2-19 STRANDED m o GREEN INSULATED GROUND STAMP: WIRE a EXISTING SPRINT 12. UNLESS NOTED OTHERWISE, ALL GROUNDING CONNECTIONS o v) SHALL BE MADE BY AN EXOTHERMIC WELD, a m CONCRETE PAD W 13. NOTIFY THE CONSTRUCTION MANAGER 24 HOURS IN ADVANCE ` �„• ..;.. WHEN THE BURIED GROUND RING IS INSTALLED SO THAT A �.�~� ��C � '�j PROPOSED CABINETS REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE IT IS �. TO REPLACE BACKFILLED WITH SOIL. .,. NO 'S EXISTING SPRINT .. a 04 EQUIPMENT 14.STANDARDSRESISTANCE ALOEARTH L NEW SITES. IS REQUIRED PER SNC + :oV% STAVE OF .`k a + amIN ��''��1'' '�� + 1. LL + + ++++ + ++++ PE# 72594 EXP,, 2/28/2013 ++++ DRAWN BY: MH + + + + APPROVED BY: TKF + DATE DRAWN: 02/(}4/12 + + REVIS ON ++++ NO DESCRIPTION BY DATE + + ++++ EXISTING TELCO EXISTING PPC A PRELIMINARY ISS MH 02/04/12 + CABINET CABINET B PRELIMINARY ISS MH 03/30/12 + + C PRELIMINARY _ _ISS + + MH 04/30/12 PROPOSED #2-19 STRANDED GROUNDING LEGEND: Dj PRELIMINARY IUC MH 05/16/12 FORGREEN INSULATED GROUND SYMBOL DESCRIPTION N MH 05/16/12 WIRE Do. EXOTHERMIC WELD \i 11..IEFER ITO SHEET E4 FOR GROUNDING PLANS FOR _______ GROUND CONDUCTOR SHEd TIT E: TEMPOFE$kCONFIGURATIONS. UNDII'`I1G PLANS MECHANICAL CONNECTION Ra - GROUND ROD EXOTHERMICALLY FI L GROUNDING PLAN (FINAL) WELDED TO GROUND RING SCALE: SHEET NUMBER: a INTERIOR GROUND LEAD TRUE o' 6• r 9. s' NORTH CHAIN LINK FENCE E'�'1 i PREPARED FOR: NOTE: Sprint J GC IS TO FURNISH AND INSTALL A A;, 2x6 HOLE GROUND BAR IN THE GBF OF THE RBS AND TIE—IN TO 6391 SPRINT PARK*AY SECTOR 1 SECTOR 2 SECTOR 3 EXISTING GROUND RING. OVERLAND PARK, KS (66251 ANTENNA (TYp) NOTE: a 16 00-0 GC SHALL REFERENCE SECTION 3.5 I< I C fir/ ANTENNA hNOUNT r (n'P) I t I I � I "EARTH GROUNDING THE BASIC BASE I GC TO PROVIDE WEATHER STRIPPING FRAME" OF THE ERICSSON GBF I I I I I I I I II I INSTALLATION DOCUMENTS, FOR ALL 6300 LEGACY DP4)VE RRU UNIT- I I I I I I I i I I I CONNECTION SPECIFICATIONS. PLANO, TX 750214 I I I I I I I I I I I I I I j j I I I I j ICOLLECTOR BUS BAR CONSULTANT: I I L_Lj —J_---- I I (GROUNDED TO TOP OF TOWER) GBF (GLOBAL BASE FRAME) L—`----------�T �'LS METAL CABINETS SUCH AS J� POWER, TELCO, DISTRIBUTION , PANEL, ICE BRIDGE SUPPORTS, 609 S. KELLY AVENUE 3 D EQUIPMENT SUPPORT, PLATFORM, ® H: (40, OK 7 146 PH: (405) 348-5j460 MODULAR MODULAR ETC. ®® FAX:(405) 341-4f625 CELL CELL INTERNAL EQUIPMENT GROUND CABINET CABINET BUS BAR COA 29525 EXP. 2/28;/2013 i —Tl — I I p I I I I SUPPLEMENTARY GROUND WIRE SITE NAME:; BINET FRAM I BINET FRAM I ATLANTICI I t I I O c I I I I I I I I CADWELD (TYP.) LUG CONNECTION BEACH SITE NUMBED; i' MAIN GR®UND RING ---------_I JA73XCQ54 2----- --------------- GROUND WIRE, PER PLAN SITE ADDRESS: GROUNDING DETAIL _ GBF GROII,JNDING DETAIL 2301 MAYPORT FROAD ATLANTIC BEACH, F}L. 32233 3 SCALE: N.T.S9• DUVAL COUNTY 4SCALE: N.T.S. STAMP: �fjt�111tt KEN . N��fi 4 ,. No 725 j 4`• STATE(bF .` .`, NOTE: ''�'��1'°. pR��h NOTE: j®..,l... ®� • GC SHALL REFERENCE SECTION 8.3.2 GC SHALL REFERENCE SECTION 8 /�////1,1 A �Z "EARTH GROUNDING THE SECTION RRU1 1" 2 THE "GROUNDING THE CABINET" OF THE 4,1`�� • ERICSSON RRUS INSTALLATION DOCUMENTS, DOCUMEERICSSONTS, RBS FOR INSTALLATION FOR ALL CONNECTION SPECIFICATIONS. DOCUMENTS, FOR ALL CONNECTION PES 72594 EXP. 2g/2013 ° SPECIFICATIONS. DRAWN BY: MH o° APPROVED BY: TKF \ O �—RRUS, PER PLAN TM INLET COVER ♦ GROUND DATE DRAWN: 02/04/,}2 �> WIRE, PER B PLAN REVISION, — 4, NO DESCRIPTION BY DATE A PRELIMINARY ISSUE , MH 02/04/12 S \ B PRELIMINARY ISSUE MH 03/30/12 CPRELIMINARY ISSUE MH 04/30/12 D PRELIMINARY ISSUE MH 05/16 12 \ 1 FOR CONSTRUCTION MH 05/16/12 LUG CONNECTION SHEET TITLE: LUG CONNECTIONGROUNDING (DETAILS 'i GROUND WIRE, PER PLAN SHEET NUMBER: RBS GROUNDING DETAIL E6 RFU GROUNDING DETAIL 1 SCALE: N.T.S. SCALE: N.T.-Z5. PREPARED FOR: TABLE OF CONTENTS COMPLY WITH THESE STANDARDS UNLESS OTHERWISE REQUIRED By Ap OCABLE CODES B. THE CONTRACTOR IS TO MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. DO NOT 1.0 GENERAL REQUIREMENTS ALLOW WATER TO STAND OR POND. ANY DAMAGE TO STRUCTURES OR WORK ON THE SITE 1.0 GENERAL REQUIREMENTS CONSTRUCTION TO CONFORM TO SPRINT NEXTFL INTEGRATED CON TRUCTji CAUSED BY INADEQUATE MAINTENANCE OF DRAINAGE PROVISIONS WILL BE THE STANDARDS RESPONSIBILITY OF THE CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH ® . 1.1 PURPOSE AND INTENT DAMAGE WILL BE AT THE CONTRACTORS EXPENSE. Spr i n t 1.2 CONFLICTS 1.1 PURPOSE AND INTENT C. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF-SITE OR AS A. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FUL4LY EXPLANATORY DIRECTED BY THE CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL 1.3 CLEANING AND SUPPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATLqD OR SPECIFIED AUTHORITIES. 6391 SPRINT PARVKWAY ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED OR OVERLAND PARK, KS, 66251 1.4 CODES SPECIFIED IN BOTH. SHOULD THERE BE ANY DISCREPANCIES BETWEEN RLEQUIREMENTS 2.0 SITE PREPARATION SHOWN IN BOTH, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. 2.1 SCOPE OF WORK INCLUDES: 1.5 LICENSING B. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOW AND MATERIALS A PROTECTION EXISTING TREES, VEGETATION AND LANDSCAPING MATERIALS C oICC) REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION' OF THE WORK AS lk kA 000- WHICH MIGHT BE DAMAGED BY CONSTRUCTION ACTIVITIES. 1.6 OSHA STIPULATED IN THE CONTRACT. E B. TRIMMING OF EXISTING TREES AND VEGETATION AS REQUIRED FOR C. THE PURPOSE OF THE SPRINT WIRELESS CONSTRUCTION METH FICA F THE IS TO PROTECTION DURING CONSTRUCTION ACTIVITIES. 1.7 PHOTOS INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE PLETI f1D OF THE C. CLEARING AND GRUBBING OF STUMPS, VEGETATION, DEBRIS, RUBBISH, 6300 LEGACY DRIVE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. DESIGNATED TREES, AND SITE IMPROVEMENTS. PLANO, TX 750224 1.8 BUILDING PERMITS 1,2 CONFLICTS D. TOPSOIL STRIPPING AND STOCKPILING. 1.9 ZONING REGULATIONS do A. VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MjATERIAL OR DOING E. TEMPORARY EROSION CONTROL, SILTATION CONTROL AND DUST CONTROL CONSULTANT: CONDITIONAL USE PERMITS ANY WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED DUCE TO DIFFERENCES CONFORMING TO LOCAL REQUIREMENTS AS APPLICABLE. BETWEEN ACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON PLANS. SUBMfkT NOTICE OF ANY F. TEMPORARY PROTECTION OF ADJACENT PROPERTY, STRUCTURES, 1.10 FAA PERMIT AND TOWER LIGHTING DISCREPANCY IN DIMENSIONS OR OTHERWISE TO SPRINT WIRELESS FOR RIESOLUTION BEFORE BENCHMARKS AND MONUMENTS. _ PROCEEDING WITH THE WORK. G. PROTECTION AND TEMPORARY RELOCATION, STORAGE AND �� B. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST OR OF OFFICULTIES OF RE-INSTALLATION OF DUSTING FENCING AND OTHER SITE IMPROVEMENTS SCHEDULED FOR 1.11 TOWER SECURITY CONDITIONS THAT MAY BE ENCOUNTERED, OR OF ANY OTHER RELEVANT bMATTER REUSE. Grioup 1.12 SITE CONTROL CONCERNING THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN §XCUSE FOR ANY H. REMOVAL AND LEGAL DISPOSAL OF CLEARED MATERIALS. FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EWERY DETAIL OF 2.2 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS 609 S. KELLY AVENUE, STE. D 2.0 SITE PREPARATION ALL THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS GOVERNING -THE WORK. NOTED IN CONSTRUCTION DOCUMENTS.) EDMOND, OK 73(b03 A. MATERIALS USED FOR TREE PROTECTION, EROSION CONTROL, SILTATION PH: (405) 348-5y460 2.1 SCOPE OF WORK 1.3 CLEANING CONTROL AND DUST CONTROL AS SUITABLE FOR SPECIFIC SITE CONDITIONS. FAX:(405) 341-4%25 KEEP THE SITE FREE FROM ACCUMULATION OF WASTE AND RLOBISH CAUSED BY COA 29525 EXP. 2/28//2013 2.2 PRODUCT AND MATERIALS EMPLOYEES AT THE COMPLETION OF THE WORK. REMOVE ALL WASTE ANT) 3.0 EARTH WORK / NON-CONSTRUCTION MATERIAL INCLUDING ALL CONTRACTOR TOOLS, SCAFfFOLDING AND 3.0 EARTHWORK SURPLUS MATERIAL AND LEAVE SITE CLEAN AND READY FOR USE. 3.1 SCOPE OF WORK INCLUDES: A. EXCAVATION, TRENCHING, FILLING, COMPACTION, AND GRADING FOR 3.1 SCOPE OF WORK 1.4 CODES STRUCTURES, SITE IMPROVEMENTS AND UTILITIES. SITE NAME: CONTRACTOR SHALL. BE RESPONSIBLE FOR FOLLOWING ALL LAWS, REGULATIONS B. MATERIALS FOR SUB-BASE DRAINAGE FILL, FILL, BACKFILL AND GRAVEL FOR ATLANTA 3.2 QUALITY ASSURANCE AND RULES PROMULGATED BY FEDERAL, STATE AND LOCAL AUTHORITIES WITH JURISDICTION SLABS, PAVEMENTS AND IMPROVEMENTS. OVER THE SITE. THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF WHffHER THE LAW, C. ROCK EXCAVATION WITHOUT BLASTING. p 3.3 PRODUCTS AND MATERIALS ORDINANCE, REGULATION OR RULE IS MENTIONED IN THESE SPECIFICATIOIMS• D. SUPPLY OF ADDITIONAL MATERIALS FROM OFFSITE AS REQUIRED. BEACH E. REMOVAL AND LEGAL DISPOSAL OF EXCAVATED MATERIALS AS REQUIRED 3.4 CLEARING AND GRUBBING 1.5 LICENSING SITE NUMBERI; HAVE AND MAINTAIN A VAUD CONTRACTORS LICENSE FOR THE LLOCATION IN WHICH 3.2 QUALITY ASSURANCE JA7a7XC04 3.5 STRIPPING THE WORK IS TO BE PERFORMED. FOR JURISDICTIONS THAT LICENSE INDKVIDUAL TRADES, A. COMPACTION: THE TRADESMAN OR SUBCONTRACTORS PERFORMING THOSE TRADES SHAUL BE LICENSED. 1. UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS AND WALKWAYS WILL SITE ADDRESS;: 3.6 COMMON EXCAVATION RESEARCH AND COMPLY WITH LICENSING LAWS, PAY LICENSE FEES, AND SELECT AND OBTAIN-A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 2301 MAYPORT %AD INFORM SUBCONTRACTORS REGARDING THESE LAWS. D-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE. ATLANTIC BEACH, FL. 3.7 EMBANKMENT B. GRADING TOLERANCES OUTSIDE BUILDING CODES: . 32233 1.6 OSHA 1. LAWNS, UNPAVED AREAS AND WALKS PLUS OR MINUS 1 INCH. DUVAL COUNTYy 3.8 SITE GRADING FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE OC&UPATIONAL SAFETY 2. UNDER PAVEMENTS PLUS OR MINUS 1/2 INCH. STAMP: AND HEALTH ADMINISTRATIONS, AND STATE LAWS BASED IN THE FEDERAL (OCCUPATIONAL C. GRADING TOLERANCE FOR FILL UNDER ALL CONCRETE APPLICATIONS: PLUS ;< 3.9 SUBGRADE PREPARATION SAFETY AND HEALTH ACT. THESE REGULATIONS INCLUDE BUT ARE NOT LOTTED TO OR MINUS 1/2 INCH MEASURED WITH 10 FOOT STRAIGHTEDGE. �� ( K. ` I/� REGULATIONS DEALING WITH TOWER CONSTRUCTION AND SAFETY, EXCAVATILONS AND �� Ot�„,.„ 3.10 GEOTEXTILE FABRIC TRENCHING, AND WORK IN CONFINED SPACES. ENSURE THAT EMPLOYEES A4ND 3.3 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS �.,\may ,La,r E N SUBCONTRACTORS WEAR HARD HATS AT All TIMES DURING CONSTRUCTION;- NOTED IN CONSTRUCTION DOCUMENTS.) 3.11 GRAVEL SURFACING A. SUBBASE MATERIAL GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, ^+�* 1.7 PHOTOS CRUSHED STONE OR SLAG, AND NATURAL SAND. . 4.0 TRENCHING PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNDATION INSTALLLATION, GROUNDING B. WASHED MATERIAL EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL No 725 AND TRENCHING AFTER PLACEMENT OF UTILITIES PRIOR TO BACKFILL. WITH 95 PERCENT PASSING A 1 1/2 INCH SIEVE. 4.1 MATERIALS THAN 2 INCHES IN ANY C. GRADING MATERIAL WILL CONSIST OF: SATISFACTORY NATIVE OR IMPORTED /� 1.8 BUILDING PERMITS SOIL MATERIALS FREE OF CLAY, ROCK OR GRAVEL NOT LARGER Ts 0% 4.2 PIPE DETECTION AND IDENTIFICATION DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS AND OTHER UNSUITABLE MATERIALS WILL o. � r SPRINT WIRELESS WILL SUBMIT CONSTRUCTION DOCUMENTS TO 1THE ,,. . STATE Off' JURISDICTIONAL AUTHORITY FOR PLAN CHECK AND REVIEW. CONTRACTOR WILL SUBMIT .,"�► NOT BE ALLOWED FOR USE. IMPORTED MATERIALS SHALL HAVE A CLAY CONTENT NO MORE 4.3 TRENCH EXCAVATION LICENSING AND WORKMAN'S COMPENSATION INFORMATION TO THE JURISDI(PTION AS REQUIRED THAN 5 PERCENT. 'rim j' ` , +� TO OBTAIN THE BUILDING PERMIT. CONTRACTOR SHALL COORDINATE AND §CHEDULE D. BACKFILL MATERIALS WILL CONSIST OF: SATISFACTORY NON-COHESIVE NATIVE / ' ��RC�*° REQUIRED INSPECTIONS AND POST REQUIRED PERMITS AT THE JOB SITE. LCOMPLY WITH / ♦ '�t� 4.4 TRENCH PROTECTION OR IMPORTED SOIL MATERIALS FREE OF CLAY, ROCK OR GRAVEL NOT LARGER THAN 4 / I SPECIFIC PROJECT-RELATED REQUESTS AND SUGGESTIONS MADE BY BUILDING INSPECTOR INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, AND OTHER UNSUITABLE, 4.5 BACKFILLING AND INFORM CONSTRUCTION MANAGER OF ANY SUCH WORK THAT MAY Bf�_ BEYOND THE MATERIALS. IMPORTED MATERIAL SHALL HAVE A CLAY CONTENT OF NO MORE THAN 5 SCOPE OF THE CONTRACT OR DEVIATE FROM THE CONSTRUCTION DOCUMLENTS. SPRINT PERCENT. 4.6 COMPACTION WIRELESS WILL REIMBURSE THE CONTRACTOR FOR FEES FOR PLAN REVIEW, BUILDING E. GRAVEL MATERIAL EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL PE# 72594°EXP. 2/21b/2013 PERMIT, CONNECTIONS AND INSPECTION. WITH 95 PERCENT PASSING A 1 1/2 INCH SIEVE. DRAWN BY: . MH 5.0 CHAIN LINK FENCES AND GATES F. GEOTEXTILE FABRIC: AS PER CONSTRUCTION DOCUMENTS. 1.9 ZONING REGULATIONS AND CONDITIONAL USE PERMITS APPROVED BY: I TKF 5.1 GENERAL SPRINT WIRELESS WILL SUBMIT FOR AND OBTAIN ALL ZONING A)HD CONDITIONAL 3.4 CLEARING AND GRUBBING: REMOVE ALL VEGETATION AND MATERIALS AS REQUIRED. DATE DRAWN: 1 02/04/12 USE PERMITS. SOME USE PERMITS MAY HAVE SPECIFIC REQUIREMENTS RF{IATED TO THE REMOVE STUMPS COMPLETELY UNDER FOUNDATIONS ANDROADWAY. DISPOSE OF CLEARING 5.2 PRODUCTS AND MATERIALS CONSTRUCTION SUCH AS NOISE REGULATIONS, HOURS OF WORK, ACCESS 1UMITATIONS, ETC. REVISION THE CONSTRUCTION MANAGER WILL INFORM THE CONTRACTOR OF THESE (REQUIREMENTS AT AND GRUBBING OFF-SITE, OR IN AN ON-SITE LOCATION APPROVED BY CONSTRUCTION NO DESCRIPTION MANAGER. DATE 6.0 LANDSCAPING THE PRE-BID MEETING OR AS SHOWN IN CONSTRUCTION DOCUMENTS. A PRELIMINARY ISSUE 02/04/12 7.0 CONCRETE FORMWORK 1.10 FAA PERMIT AND TOWER LIGHTING 3.5 STRIPPING B PRELIMINARY ISSUE 03/30/12 REFER TO CONSTRUCTION DOCUMENTS AND CONSTRUCTION MANbPGER FOR FAA STRIP NOT LESS THAN 3 INCHES OF SOD AND TOPSOIL FROM AREAS THAT WILL C PRELIMINARY ISSUE M, 04/30/12 UNDERLAY GRAVEL PAVEMENT, NEW STRUCTURES OR NEW EMBANKMENTS. STOCKPILE 8.0 CONCRETE REINFORCEMENT AND STATE LIGHTING REQUIREMENTS. CONTRACTOR SHALL PROVIDE TEMPOIRARY FAA STRIPPING ON-SITE FOR RE-USE IN FINAL LANDSCAPING. D PRELIMINARY ISSUE 05/16/12 APPROVED LIGHTING UNTIL PERMANENT LIGHTING IS OPERATIONAL 1 FOR CONSTRUCTION M 05/16/12 9.0 CAST-IN PLACE ON.RETE 3.6 COMMON EXCAVATION 1.11 TOWER SECURITY 1. EXCAVATE TO DEPTH, LINES AND GRADES SHOWN ON THE PLANS OR AS TOWER MUST BE FENCED, TEMPORARILY OR PERMANENTLY WITFON 24 HOURS OF OTHERWISE SPECIFIED. ERECTION. DO NOT ALLOW THE GATE ACCESSING THE TOWER AREA TO REjM1AIN OPEN OR SHEET TITLE: UNATTENDED AT ANY TIME FOR ANY REASON. KEEP THE GATE CLOSED ANPLOCKED WHEN 2• TEMPORARILY STOCKPILE ON-SfTE EXCAVATION AT AN APPROVED LOCATION WITHIN THE WORK AREA UNTIL SITE GRADING IS COMPLETE. STOCKPILE SHALL NOT EXCEED NOT IN USE. GENERAL NOTES 15 FEET IN HEIGHT. - 1.12 SITE CONTROL 3. LEGALLY DISPOSE OF EXCESS COMMON EXCAVATION OFF-SITE. SHEET NUMBER: A. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINM§NT OF SEDIMENT AND CONTROL OF EROSION AT THE SITE. ANY DAMAGE TO ADJIACENT OR T2 DOWNSTREAM PROPERTIES WILL BE CORRECTED BY THE CONTRACTOR AT IO EXPENSE TO SPRINT WIRELESS. x PREPAR_p FOR: ABBREVIATIONS AFF ABOVE FINISHED FLOOR AGL ABOVE GRADE LEVEL AMSL ABOVE MEAN SEA LEVEL Sprint* 1 1 APPROX APPROXIMATE AWG AMERICAN WIRE GAUGE BLDG BUILDING BTS BASE TRANSMISSION STATION 6i591 SPRINT PARKWAY CLR CLEAR OVEfRLAND PARK, KS 66251 COL COLUMN CONC CONCRETE CND CONDUITDWG DRA "' FT F OWI(FEET) R O N EGB EQUIPMENT GROUND BAR ELEC ELECTRICAL F6300 LEGACY DRIVE EMT ELECTRICAL METALLIC TUBING ,300 L A 75024DRIVE ELEV ELEVATION EQUIP EQUIPMENT EXISTING 123' (E) EXISTING WATER TOWER CONSULT EXT EXTERIOR FND FOUNDATION F FIBER - !� GA GAUGE LSGro GALV GALVANIZED GPS GLOBAL POSITIONING SYSTEM GND GROUND 5;, KELLY AVENUE, STE. D 609 LTE LONG TERM EVOLUTION MAX MAXIMUM [EDMOND, OK 73003 MFR MANUFACTURER R'H: (405) 348-5460 rFAX:(405) 341-4625 MGN MASTER GROUND BAR ^ COA 49525 EXP. 2/28/2013 MIN MINIMUM N.T.S. NOT TO SCALE O.C. ON CENTER OE/OT OVERHEAD ELECTRIC/TELCO PPC POWER PROTECTION CABINET SITE NAME: RBS RADIO BASED STATION EXISTING SPRINT gTL.ANTIC RRU REMOTE RADIO UNIT CONCRETE PAD INS NICH ES)LVANIZED STEEL PROPOSED SPRINT INT INTERIOR EQUIPMENT AREA, SEE BEACH LB(S) or # POUND(S) o SHEET A2 FOR SITE NUMBER: T SQUARE F00T + EXISTING I EQUIPMENT PLAN �A73XC054 STL STEEL ICE BRIDGE7 c TMP TYPICAL a UE/UT UNDERGROUND ELECTRIC/TELCO PROPOSED SITE ADDRESS: UNO UNLESS NOTED OTHERWISE CABLE TRAY 2301 MAYPORT ROAD VIF VERIFY IN FIELD EXISTING ATL94N11C BEACH, FL 32233 W/ WITH CABLE TRAY DUVAL COUNTY XFMR TRANSFORMER STAMP: \�l�titltti1l�� PROPOSED FIBER 1 � � TERMINAL IN ` ' 0 •" "w /l/ // EXISTING NEMA ,r` .%C IE N BOX EXISTING PPC ,`• 1► CABINET r No 725 PROPOSED CIENA ' SYMBOLS I 3911, RE: 3/E1 --�_ '> 39'-4" ( 11'-6" �'. REVISION EXISTING 2" 'r'�= � STATE 4F � •, CONDUIT FROM ,,,RtO a WORK POINTCIENA 3199 TO UTILITY POLE I FIBER TERMINAL '� BRICK COMPRESSED STONE FTS-T�-I CONCRETE � PE 712594 EXP. 2/28/2013 EARTH DRAWN 8 MH GRAVEL EXISTING 2" CONDUIT APPROVED ABY; TKF MASONRY /-EXISTING MMP NEAR FROM FIBER TERMINAL ( DATE DRAW . 02/04/12 MAYPORT ROAD IN TO MMP IN RIGHT OF REVISION STEEL RIGHT OF WAY WAY NEAR MAYPORT MINARy ON BY DATE --------------- CENTERLINE ROAD (APPROX. 630') RY ISSUE MH 02/04/12 PROPERTY LINE _/ t — — ) NARY ISSUE MH 03/30/12 --------------- LEASE LINE �/ V V z � � RY ISSUE MH 04/30/12 RY -- ------------ EASEMENT LINE EXISTING FENCE NSTRUCTION MH 05/16 12CHAIN LINK FENCE /16/12 WOODFENCEUE UNDERGROUND ELECTRIC UT UNDERGROUND TELEPHONE ALL SITE PLAN OE/OT OVERHEAD ELECTRIC/TELEPHONE , OVERALL SITE PLAN f FINAL SHEET NU SCALE: 3/16"= 1'-0" ER: TRUE �� NORTH EPARED FOR: NOTES: 1. CONTRACTOR TO FIELD VERIFY ANTENNA CABLE LENGTHS. 2. ALL MAIN CABLES WILL BE COLOR CODED AT THREE (3) LOCATIONS. y 3. COLOR CODE ALL ANTENNA AND COAX WITH 2" WIDE BANDS OFMa COLORED TAPE WITH 1" SEPARATION BETWEEN BANDS. x 4. COLOR CODE ALL TOP AND BOTTOM GROUND KITS WITH 1" WIDE BANDS Sprint* _x.. OF COLORED TAPE WITH 1/2" SEPARATION BETWEEN BANDS. " 5. START COLOR BANDS 2" BEYOND WEATHERPROOFING. 6391 SPRINT PARKWAY 6. START SECTOR COLOR NEXT TO END CONNECTOR. OVERLAND PARK, KS 66251 7. ALL MAIN CABLES WILL BE GROUNDED W/ COAXIAL CABLE GROUND KITS AT: • THE ANTENNA LEVEL MID LEVEL IF TOWER IS OVER 200' �' ["� �/I` • BASE OF TOWER PRIOR TO TURNING HORIZONTAL s.r • TERMINATION OF COAX LINES TO JUMPERS 8. ALL NEW GROUND BAR DOWNLEADS ARE TO BE CADWELDED TO THE LEGACY D EG LADRIVE EXISTING ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF 6300 300 L A 75024RIV 4FT BELOW GROUND BAR NSULTANT: COAXIAL ANTENNA CABLE NOTES: 1. THE ANTENNA COAXIAL CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING SPRINT WITH 3 TYPEWRITTEN SWEEP <CLSGroup TESTS (ANTENNA RETURN LOSS TEST). THIS TEST SHALL BE PERFORMED TO THE SPECIFICATIONS AND PARAMETERS OUTLINED BY THE SPRINT RADIO FREQUENCY (RF) ENGINEER. THIS TEST SHALL BE 609 S. KELLY AVENUE, STE. D PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE. EDMOND, OK 73003 2. THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PH: (405) 348-5460 PERFORMING AND SUPPLYING SPRINT WITH 3 TYPEWRITTEN TIME DOMAIN FAX:(405) 341-4625 REFLECTOMETER (TDR) TESTS TO VERIFY CABLE LENGTH AND TO CHECK FOR WATER DAMAGE. COA 29525 EXP. 2/28/2013 3. VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS. 4. All JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2" JUMPERS AND SHALL NOT EXCEED 6'-0". MAXIMUM LENGTH FOR THE JUMPERS AT WiMAX BTS UNITS WILL BE 6'-0'. SITE NAME: 5. IF COAX IS BEING RE-USED FOR THIS INSTALLATION, PRE AND POST ATLANTIC ANTENNA LINE SWEEPS ARE REQUIRED. OVERALL HEIGHT �, BEACH ELEV = 128' ANTENNA MOUNTING NOTES: SITE NUMBER: TOP OF TOWER 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM JA73XC054 ELEV = 123' TO CURRENT ANSI/EIA/TIA-222; APPENDIX B FOR WIND LOADING; "STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SITE ADDRESS: SUPPORTING STRUCTURES" OR APPLICABLE LOCAL CODES. 2301 MAYPORT ROAD 2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ATLANTIC BEACH, FL. 32233 PROPOSED SPRINT ACCORDANCE WITH ASTM A123 "ZINC (HOT-DIPPED GALVANIZED) DUVAL COUNTY ANTENNA COATINGS ON IRON AND STEEL PRODUCTS", UNLESS OTHERWISE NOTED. ELEV = 100' 3. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE AMP: Li GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC-COATING (HOT DIP) ON IRON AND STEEL HARDWARE", UNLESS OTHERWISE NOTED. 4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD 12"X12"X6" PULL BOX GALVANIZING IN ACCORDANCE WITH ASTM A780. �.A_� (1 PER SECTOR) FOR 5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH DOUBLE NUTS AND ., FIBER TO BE ADDED SHALL BE INSTALLED SNUG TIGHT. ," F 6. MAIN MASHORIZONTAL SPACING SHALL BE 2'-0" BETWEEN ALL '` : NO 725 :. PROPOSED SPRINT 6'-0" �. 800/1900 ANTENNA (1 PER SECTOR, 3 TOTAL). PROPOSED SPRINT RRUS 11..ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE ate•,�1:_ STATE OF :,•',�i► �� (3 PER SECTOR, 9 NORTH HEADING. TOTAL) RE: 4/E3 FOR 2. CONTRACTOR SHALL VERIFY PROPOSED ANTENNA RAD CENTER AND �,. A`l Rt�P`r:' ► `ti ORIENTATIONS WITH SPRINT PRIOR TO INSTALLATION OF ANTENNAS. ✓'r DETAILS 3. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING /� �� """"" TOWER AND TOWER FOUNDATION MUST BE ANALYZED BY A LICENSED,„ f/� �i �►�s �`r` STRUCTURAL ENGINEER TO VERIFY TOWER IS CAPABLE OF SUPPORTING MANUFACTURER: RFS THE PROPOSED LOADS. REFER TO STRUCTURAL ANALYSIS BY OTHERS. APXVERRIB-f' 4. REFER TO THE ANTENNA MOUNT ANALYSIS THAT CERTIFIES SPRINT'S PE# 72594 EXP. 2/28/2013 MODEL: WEIGHT APXW/O MOUNTING HARDWARE: 55 LBS ENTIRE ANTENNA STRUCTURE, INCLUDING TOWER PLATFORMS, ARMS RAWN BY: MH DIMENSIONS: HxWxD: 72.0"x11.8"x7.0" AND ALL OTHER ASPECTS OF THE STRUCTURE WILL SUPPORT THE FREQUENCY: REFER TO RF DATA SHEET SPRINT NETWORK VISION EQUIPMENT DEPLOYMENT. A4PPROVED BY: TKF 5. STRUCTURAL CALCULATIONS FOR THE TOWER WERE PREPARED BY IbATE DRAWN: 02/04/12 OTHERS AND THOSE CALCULATIONS CERTIFY THE CAPACITY OF THE ,lJ TOWER STRUCTURE FOR THE DEPLOYMENT OF THE SPRINT NETWORK REVISION VISION EQUIPMENT. CONTRACTOR TO COORDINATE WITH PROJECT DESCRIPTION BY DATE MANAGER TO OBTAIN A COPY. PRELIMINARY ISSUE MH 02/04/12 0 6. CONTRACTOR TO REFER TO STRUCTURAL CALCULATIONS OF THE TOWER PRELIMINARY ISSUE MH 03/30/12 FOR ADDITIONAL LOADS. NO ERECTION OR MODIFICATION OF THE PRELIMINARY ISSUE MH 04/30/12 `O TOP STRUCTURE SHALL BE MADE WITHOUT APPROVAL OF THE STRUCTURAL PRELIMINARY ISSUE MH 05/16/12 ENGINEER. 1'-0 FOR CONSTRUCTION MH OS 16 12 � _KFHEET TITLE: LL SITE ELEVATION & ANTENNA DETAILS FRONT ll?L BOTTQm EET NUMBER: 2 ANTENNA DETAIL SITE IELEVATION ^ SCALE: N.T.S. SCALE.: N.T.S. !"1 jWQTE PREPARED F DIA RAMS PROVIDED BY OWNER AND EQUIPMENT SCHEDULES ARE BASED ON RFD REVISION V2 (PRODUCED ON THESE DRAWINGS AS (02-23-2012)(CONTRACTOR TO PULL LATEST REVISION OF RFDS FREQUESTED BY OWNER ® _ SHEET WITHIN 24 HOURS PRIOR TO START OF CONSTRUCTION) Spr'I" nt TM �� 6391 tPRINT PARKWAY OVERLANfb PARK, KS 66251 ERICA r 6300) LEGACY DRIVE PLT10, TX 75024 CONSULTANT: CLSGroup 609 S. KfELLY AVENUE, STE. D EDMQJND, OK 73003 PH: Q405) 348-5460 FAX*05) 341-4625 COA 29521 EXP. 2/28/2013 �mtass9 y9aa« r�ev� sea �a SITE NAME: ATLANTIC F � Izz 13EACH c,. `aITE NUMBER: x mm... . � 3XC054 � p, 1CLNAApMiiaEor.iY1�!} � � ,,..�—��i3f'xm�un••�mrt!n , � fcwwtseaa:�+rng 5.31TE ADDRESS: –_-•�r- . �.« 23011 MAYPORT ROAD ------------- ATLANT4t BEACH, FL. 32233 g _ 16UVAL COUNTY 01 M « STAMP: 701 f .,ham 111tit11/� Lcsa (mar 72 r. .... Y, •`. STATE OF /� w, 0 � .: ��ilitllttl� � PE# 725-%4 EXP. 2/28/2013 DRAWN BY: MH APPROVED BY:. TKF DATE DRAWN: 02/04/12 r 4 REVISION NO t p NO DESCRIPTI BY DATE A PRELIMMW ISSUE MH 02/04/12 g�� ( B PRELIMIN ISSUE MH 03/30/12 C PRELIM INA ISSUE MH 04/30/12 v' D PRELIMINAiPY ISSUE MH 05/16/12 1 FOR CO 4- •--' �'°�-' UCTION MH 05/16/12 RBS 6102 Main k mote—2011 Ooplaymarft with RRUS-.11 Raj 6102 Main Remo% 20110#00°in°att With RRUS41 ROS 6102 Main kombfe-2017 Doptoymerrts wifh RRUS-t 0MHz:1 terrier 1T2R CDMA 804 Mft I carr!®r 1T2R COMA 800 MHz: carrler 1T2R CDMA 00 1900Mft,up to 4 carrlen 1728 CDMA 10El0 MHz:up to 4 caniemIT2R COMA 1900 MHr up to 4 oarriem 1T2R COMA 19DO MNr.S MHz 2T2R LTE. 1900 MHr.5.MHz 2T2R LTE 1900 MHz: MHz 2T2R LTE SHEET TITLE: ANTENNA PLUMBING DIAGRAMS 3 GAMMA PLUMBING DIAGRAM BETA PLUMBING DIAGRAM /� ALPHA PLUMBING DIAGRAM SHEET NUMB ; SCALE: N.T.S. SCALE: N.T.S. I SCALE: N.T.S. /t, PREPARED FOR: ELECTRICAL NOTES: 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST EDITION OF DIAGRAM PROVIDED BY OWNER THE NATIONAL ELECTRICAL CODE (N.E.C.), AND APPLICABLE LOCAL THISCODES P AND REPRODUCED ON THESE DRAWINGS AS Sprin REQUESTED BY OWNER 2. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF NATIONAL to ry _ ELECTRICAL CODE 3. ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR LISTED. 6391 SPP4NT PARKWAY 4. ALL NARES SHALL BE AWG AIN #12 THHN COPPER UNLESS NOTED. OVERLAND P*RK, KS 66251 EXISTING TANK RAILING 5. CONDUCTORS SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT UNLESS NOTED OTHERWISE 6. LABEL SPRINT SERVICE DISCONNECT SWITCH AND PPC CABINET 400-0 �' 1 5/8"x1 5/8" S.S. OR WITH ENGRAVED L4MACOID LABELS, LETTERS 1" IN HEIGHT. GALV UNISTRUT U—BOLTED 7. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND NEoW CN3911 UNIT TO RAIL, TYP (P1001 STRAIGHTEST PATH POSSIBLE BEND GROUNDING LEADS WITH A UNISTRUT OR EQUAL) MINIMUM 8" RADIUS. 6300 LEfbACY DRIVE 8. ENGAGE AN INDEPENDENT TESTING FIRM TO TEST AND VERIFY THAT PLANO, TX 75024 RRUS AT D. TEST ANTENNAS, REP SHEET A7 GROUND RING RESISTANCEED RESISTANCE DOES NOT PRIOR� 5 OHMS TO N OR TO MAKING FlN4LGROUND == == =' FOR DETAILS CONNECTIONS TO INFRASTRUCTURE AND EQUIPMENT. GROUNDING CONSULTANT: NE%W UNISTRUT - _ AND OTHER OPERATIONAL TESTING SHALL BE WITNESSED 8Y SPRINTS REPRESENTATIVE. OF- PPC TO BACK 9. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE REQUIRED SO -.`\ NEVPPC CABINET FOR THAT CONDUIT BENDS DO NOT EXCEED 360. \( ,L� �-y � NECN3911 UNIT 10. OBTAIN PERMITS AND PAY FEES RELATED TO ELECTRICAL WORK t`,L�`7(1 J� 0 I PROPOSED GROUND BAR �� THIS PROJECT. DELIVER COPIES OF ALL PERMITS w up FOR RRUS UNITS TO SPRINT REPRESENTATIVE. 609 S. KELLY( AVENUE, STE. D w 11. SCHEDULE AND ATTEND INSPECTIONS RELATED TO ELECTRICAL WORK EDMOND, w REQUIRED BY JURISDICTION HAVING AUTHORITY. CORRECT AND PAY OK 73003 FOR ANY WORK REQUIRED TO PASS ANY FAILED INSPECTION. PH: (40>i5) 348-5460 12. REDUNED AS-BUILTS ARE TO BE DELIVERED TO SPRINT FAX:(40 341-4625 NEWV 1 1/O FLEX REPRESENTATIVE ENP. 2/28/2013 CONDUIT FOR NEW 3 COA 29525 CI` 3911 CABINET 13. PROVIDE TWO COPIES OF OPERATION AND MAINTENANCE MANLYLLSS IN THREE-RING BINDER. 14. FURNISH AND INSTALL THE COMPLETE ELECTRICAL SERVICE, TELCO CIENA3911 MOUNTING DETAIL RRU MOUNTING TO [RAIL DETAIL `LL WR' SHAAND LL PERFORMED ERoIN STRICT SYSTEM. SrT NAME: 15. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL ATLANTIC 3SCALE: 2 2' 3 IN AJN�MANNER, ANDBUILDING SH L BE SUBJECT ORDINANCES,APPPR INSTALLED 0. 6• r 2- 3' 0' 6' �' SPRINT REPRESENTATIVE B QAC H 16. CONDUCT A PRE-CONSTRUCTION SITE VISIT AND VERIFY EXISTING GSC S TO FURNISH AND INSTALL: SITE CONDITIONS AFFECTING THS WORK' REPORT ANY OMISSIONS SITE NUMBER: 1. 1" CONDUIT FOR GPS CABLE FROM PPC TELCO NCIEs FOR CLARIFICATION PRIOR TO THE START of JA73XCO54 CABINET TO RBS 6102. CONSTRUCTION. 17. PROJECT ADJACENT STRUCTURES AND FINISHES FROM DAMAGE 72. 1" CONDUIT FOR -48VDC POWER FROM PPC SITE ADDRESS: REPAIR TO ORIGINAL CONDITION ANY DAMAGED AREA. TELCO CABINET TO RBS 6102 WITH (4) 16 GAGUE 18 REMOVE DEBRIS ON A DAILY BASIS. DEBRIS NOT REMOVED IN A 2301 WA4YPORT ROAD + w o CONDUCTORS (2 RED AND 2 BLACK) AND 8' COIL TIMELY FASHION WILL BE REMOVED BY OTHERS AND THE ATLANTIC V) ON EACH END. RESPONSIBLE SUBCONTRACTOR BE CHARGED ACCORDINGLY, BEACH, FL 32233 ++ ova EXISTING SPRINT 3. (1) DC PDU IN PPC TELCO CABINET (ELTEK DWL COUNTY REMOVAL OF DEBRIS SHALL BE COORDINATED WTl}i THE OWNER'S ++ + a m CONCRETE PAD VALERE M/N: GMT10X OR EQUAL) IN THE PPC REPRESENTATIVE. DEBRIS SHALL BE REMOVED FROM THE PROPERTY STAMP: `WI I i fill//, / + + TELCO CABINET. AND DISPOSED OF LEGALLY. tit + + + 4. CONTRACTOR TO FURNISH AND INSTALL (1) 25 19. UPON COMPLETION OF WORK, THE SITE SHALL BE CLEAN AND ��` -(1�V`K K. +++++ PAIR T1 CABLE (MOHAWK # M58520 OR EQUAL) IN FREE OF DUST AND FINGERPRINTS. \* 0 41, PROPOSED CABINETS SAME CONDUIT AS TELCO CABLE BETWEEN THE RBS 20. PRIOR TO ANY TRENCHING, CONTACT LOCAL UTILITY TO VERIFY 1��\0 ++++ TO REPLACE CABINET AND THE PPC TELCO CABINET. PROVIDE A LOCATION OF ANY EXISTING BURIED SERVICE CONDUITS. �` wo EXISTING SPRINT ' +++++ CABIN N EIGHT FOOT (8') COIL ON EACH END. 21. DOCUMENT GROUND RING INSTALLATION AND CONNECTIONS TO IT + + + w p EQUIPMENT WITH PHOTOGRAPHS PRIOR TO BACKFILLING SITE. PRESENT PHOTO TM �72 + + to _ + + Oa ARCHIVE AT SITE "PUNCH UST" WALK TO SPRINT'S REPRESENTATIVE + m .- jLu p� iJ a. + + + EXISTING CABLE S'TTATE OF + ' ++++ r TRAY TO BE '� � '•. R,QP \� + + a RELOCATED E + ++ RUN NEW 2" RIGID ///! ! A4t\` COs°NG O RACK ABBREVIATIONS: LEGEND: /" IIIttt�� FOR TELCO AND A AMPERE ®M KILOWATT HOUR METE RIE# 72594 f POWER, SEE SHEET AF AMPERE FRAME EXP. 2/28/2013 E2 AGB ANTENNA GROUND BAR ,,,, COPPER GROUND BAR MOUNTED DRAWN BY: I I'141H C CONDUIT ON INSULATORS tOPOSED FIBER + TfERMINAL + + EXISTING CABLE G GROUND r1 CIRCUT BREAKER APPROVED BY: TiTCF KWH KILOWATT HOUR DATE DRAWN., 02/04/12 E)SCISTING 2" CONDUIT a + TRAY MGB MASTER GROUND BAR S TOGGLE UGHT SWITCH FfkOM CIENA 3911 TO +I+++ rEXISTING TELCO EXISTING PPC MCB MAIN CIRCUIT BREAKER J JUNCTION BOX NO DESCRIPTION ISIONBY FIFBER TERMINAL { + / CABINET CABINET PVC POLYVINYL CHLORIDE O A PRELIMINARY DATE a�++ RMC RIGID METAL CONDUIT GROUND TEST WELL 6 PRELIMINARY SUE MH 02/04/12 SN SOLID NEUTRAL EXOTHERMIC BONDING CONNECTION SSUE MH 03/30/12 C PRELIMINARY SSUE MH 04/30/12 EKRISTING 2" CONDUIT _j ~ LOCATIONS PS V VOLT 5/8" DIA SOUND,RODCOPPER-CLAD D PRELIMINARY SUE MH 05/16/12 0 PHASE 125 VOLT NEMA CONFIGURATION 5-20R CTION MH 05/16/12 W VIVRE 1 FOR CON FRtOM FIBER TERMINAL (— ,� � � TO MMP IN RIGHT OF PROPOSED GPS WAY NEAR MAYPORT LOCATION TO BE FIELD DUPLEX RECEPTACLE MOUNTED 16" AFF ROAD (APPROX. 630') VERIFIED W/CM PROPOSED CIENA —P— �v�R� SHEET TUTILI ELECTRICAL/TELCO SITE PLAN 3911, RE: 3/E1 —G— GROUND WIRE TILERS SITE R'LAN „ SCALE: SHEET NUMBER: TRUE o' 6" 1' 3' s' NORTH 1 PREPARED FOR: EXISTING ANTENNA MOUNTING PIPE RE: NOTES 4/A3 MOUNTS (TYPE VARIES)17-71 ,;, PROPOSED 4" SST T<eplpll CLAMP ANDREW NUMBER31670-3 TYPICAL OF PROPOSED 800/1900 ANTENNA Sprin ;lz� (2) PER BREAKOUT UNIT PROPOSED 6391 SPf#INT PARKWAY (3) PROPOSED 1900 RRU OVERLANDgRK, KS 66251 BREAKOUT UNITS TYPICAL STANDARD GER IN OF (1) PER SECTOR SNAP—IN F OR00-0 P O A AR G 1fA,rrEXCESS CABLES C '/"� A EXISTING TOWER PROPOSED CROSS—OVER PLATE 70-00 (MTS PN XP-2040) 6300 LEGACY DRIVE COLOR CODE BAND PLANO,, TX 75024 4" 3" 4" CONSULTANT: PROPOSED HYBRID PROPOSED SST MOUNTING PIPE FANOUT CABLE STANDARD HANGER RE: NOTES 4/A3 TYPICAL OF (3) PROPOSED SST TOWER <CL EXISTING CABLE STANDOFF ANDREW 1�Group SUPPORT BRACKET PROPOSED TYPE SST-34 RFS COMBINER DETAIL DETAIL PROVIDED BY OWNER OR LADDER 800 RRU PROPOSED RET CABLE 609 S.EDMONDw OKEN73003 D PH: (40%) 348-5460 6SCALE: N.T.S. PROPOSED SST SNAP—IN FAX:(40�) 341-4625 0 0 0 0 HANGERS ANDREW 067067 (TYP OF )PE COA 29525 Ekp• 2/28/2013 SrRE NAME: SNAP—IN HANGER ATLANTIC TYPIICAL EACH BRACKET EXITING ANTENNA PROPOSED BEACH SUi�PORT FRAME JUMPER CABLE SITFE NUMBER: (2) ;PROPOSED SST HANGERS CROSSOVER PLATE KIT. JA7%boXCO54 660ECTED TOGETHER. VALMONT/SITEPRO PART#: ANOEW TYPE 43211A SCX3—K SITE ADDRESS: 2301 44AYPORT ROAD 800/1900 AINTENNA MOUNTING DETAIL (TYP) ATLANTIC BEACH, FL. 32233 VIII r r'4 DUV/pL COUNTY -i" SCALE: N.T.S. STAMP: [t(t t I K. NOTE: NOTE: `��O( *KR��!/// •.. GC SHALL REFERENCE SECTION 10 GC SHALL REFERENCE SECTION 8.4 �� \ .+y�►�EN "CONNECTING THE POWER SUPPLY" "CONNECTING THE —48V DC POWER OF THE ERICSSONI RBS 6102 SUPPLY" OF THE ERICSSON RRUS * ; No 725 5 800 MHZ SMR FILTER DETAIL PROVIDED BY OWNER INSTALLATION DOCLUMENTS, FOR ALL INSTALLATION DOCUMENTS, FOR ALL SCALE: N.T.S. CONNECTION SPECIFICATIONS. CONNECTION SPECIFICATIONS. •N*-. STrATE OF ® PE N L3 L L1 / ZZ V' iORtpt' CABLE CLAMP INSCRIPTION— .....,j,.,,,...•••"f r` PCU AC (POWER o 0111"`A' `i� PCF (POWER CONNECTION FILTER) CONNECTION UNIT AC) PE# 72594 EXP. 2/28/2013 CABLE GLAND o ® ®® off DRAWN BY: . I1(,IH APPROVED BY: I TtKF ° ® ® ® + DATE DRAWN: TI 02/04/12 STRIPPED CABLES � ° ISION FROM DC POWER 1 NO DESCRIPTIONQSSUE TE SUPPLY ° TERMINAL BLOCKS ®� A PRELIMINARY IFS—SUE2/04/12 m I p \ o B PRELIMINARY3/30/12 NOTFE; C PRELIMINARY4/30/12 e . D PRELIMINARY5/16/12 1 FOR CONST5/16/12 GC $HALL REFERENCE SECTION 10 ° OVP INLETS POWER CONNECTOR "CONNECTING THE POWER SUPPLY" o OF TTHE ERICSSON RBS 6102 0 STRIPPED CABLES SHEET TITLE: o INSTALLATION DOCUMENTS, FOR ALL ° FROM DC POWER ELECTRICAL DETAILS CONfNECTION SPECIFICATIONS. SUPPLY DC POWER CONNECTION AT RBS AC POWER CONNECTION AST RBS -48V DC POWER CONNECTION AT RRU SHEET NUMBER: SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PREPAR FOR: TIN COATED - SOLID COPPER BUSS BAR PER SPRINT Sprint* SPECIFICATIONS S/S FLAT WASHER (TYPJ SPRINT COAX CABLE COLOR CODING SCHEME 2 HOLE, LONG BARREL TINNED S/S BOLT (TYP.) n SOLID COPPER LUG (TYP.) %391 SPRINT PARKWAY SECTOR CABLE FIRST RING SECOND RING THIRD RING OVERLAND PARK, KS 66251 1 ALPHA 1 GREEN NO TAPE NO TAPE NOTE: MINIMUM OF 3 THREADS 1 2 BLUE NO TAPE NO TAPE TO BE VISIBLE (TYP.) 1 3 BROWN NO TAPE NO TAPE S/S FLAT WASHER (TYP.) ERICSSO N 1 4 WHITE NO TAPE NO TAPE 1 5 RED NO TAPE NO TAPE S/S NUT (TYP.) 6300 LEGACY DRIVE 1 6 GREY NO TAPE: NO TAPE PLANO, TX 75024 1 7 PURPLE NO TAPE: NO TAPE S/S SPLIT WASHER (TYP.) CONSUL NT: 1 g ORANGE NO TAPE: NO TAPE CHERRY INSULATOR 2 BETA i _ GREEN GREEN NO TAPE INSTALLED IF REQUIRED PER 2 2 BLUE BLUE NO TAPE SPRINT SPECIFICATIONS (t/ Yom\ 2 3 BROWN BROWN NO TAPE ■�/ L 1/ - roup 2 4 WHITE WHITE NO TAPE NOTES: �-" 2 5 RED RED NO TAPE 1) ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING SPLIT WASHERS. 60¢j S. KELLY AVENUE, STE. D 2 g GREY GREY NO TAPE 2)COAT HARE END WITH ANTI3003 -OXIDATION COMPOUND PRIOR TO INSERTION INTO PHM X405) 34OK 85460 2 7 PURPLE PURPLE: NO TAPE LUG BARREL AND CRIMPING. FAX:(405) 341-4625 2 g ORANGE ORANGE: NO TAPE 3)APPLY ANTI-OXIDATION COMPOUND BETWEEN ALL LUGS AND BUSS BARS COPq 29525 EXP. 2/28/2013 3 GAMMA 1 GREEN •,, -' GREEN GREEN », PRIOR TO MATING AND BOLTING. 2 BLUE BLUE 2 BLUE SITE NAME: 2 3 BROWN BROWl' BROWN 2 4 WHITE WHITE WHITE GROUNDING LUG DETAIL ATLANTIC j 2 5 RED RED RED 3 SCALE: N.T.S. BEACH 2 6 GREY GREY GREY NOTE: THIS DETAIL IS PROVIDED BY SITE NUMBER: 2 7 PURPLE PURPLE PURPLE OWNER AND REPRODUCED ON C//�� 2 8 ORANGE ORANGE ORANGE THIS SHEET AS REQUESTED BY JA73XCO5`I>r OWNER 5 2 COAXIAL CABLE COLOR CODE 230SITE ADDRESS: i � 1 MAYPORT ROAD s 4 SCALE: N.T.S. 4ATLANTIC BEACH, FL. 32233 DUVAL COUNTY STAMP:. 7/16" 0 0 0` ��\`0�� K. J��/j', ' SPRINT SPRINT SPRINT HYBRID FIBER & DC CABLE COLORS DC CABLE 2" 0 0 p 0 �\��r G a DC ID COLOR ® RBS ® RBS p 0 p 0 0 Z. ! FREQUENCY INDICATOR ID CARRIER p 0 1 SIDE A SIDE B 0 0 NO TZJ 0 � j GREEN / WHITE BLACK / GRAY 0 0 I p 0 ii. 800#1 YELLOW GREEN CDMA �.GREEN :: 0 pp JJ+" uj 1900#1 YELLOW RED LTE RED RED / BLACK BLACK / GRAY ; 0 0 0 1 s .141 I 1900#2 YELLOW BROWN CDMA YELLOW WHT-BK & RED-BK LEADS BLACK / GRAY 0 0 3 YELLOW BLUE CDMA BLUE BLUE & ORANGE LEADS BLACK / GRAY + :' STATE�� /� 1900# YE 1900#4 YELLOW SLATE LTE WHITE GN-BK & OR-BK LEADS BLACK / GRAY BLACK FIBER SPARE NO DC SPARE N/A LEGEND COLOR TAPE FROM H & S FOR IDENTIFICTION. INSTALL CORRECT SPRINT COLOR CODE DURING INSTALLATION IPE# 72594 EXP."2/28/2013 HYBRID CAGE ID: 1 RED-GREEN/ ALPHA 2 RED-GREEN/SECTOR BETA 3RED-GREEN/SECTOR GAMMA 1 TINNED COPPER GROUND BAR, " x 4" x 20", NEWTON INSTRUMENT Co., HARGER TG8114420M, OR EQUIVALENT. pRq BY: MH 4RED-GREEN/SECTOR DELTA 5RED-GREEN/EPSOLAN 6RED-GREEN/ZETA HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. APPROVED BY: TKF 2. INSULATORS, NEWTON INSTRUMENT Co. CAT. NO. 3061-4 OR HARGER EQUIVALENT. DATE_ PRAWN: 02/04/12 ¢ f,", UL.' ', w w w' o 0 0 3. 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EQUIVALENT. REVISION w w w w' cr 4, WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A-6056 OR HARGER EQUIVALENT. NO CRIPTION BY DATE cRELII 5. INARY ISSUE MH 02/04/ 5/8-11 x 1" H.H.C.S. BOLTS, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 OR HARGER EQUIVALENT. g RELIMINARY ISSUE MH 03/30/12 C RELIMINARY ISSUE MH 04/30/12 D RELIMINARY ISSUE MH 05/16/12 ¢ w o w w w wFO � 1 R CONSTRUCTION MH 05/16/12 m w c�a'' cwa ca of OfCL4g i I 1) ALL MOUNTING HARDWARE CAN ALSO BE USED ON 6% 12", 18", ETC. GROUND BARS. f 2) ENTIRE ASSEMBLY AVAILABLE FROM NEWTON INSTRUMENT CO. CAT. NO. 2106060010 OR AS SHE TITLE: z HARGER TGBI1442OM. GAROUNDING DETAILS L o NOTE: j a w w THIS DETAIL IS PROVIDED BY SHETE a a„ ED ON NUMBER: OWNER AND REPRODUC - THIS SHEET AS REQUESTED BY r OWNER STANDARD GROUND BAR DETAIL C SPRINT NV COLOR CODE FIBER HYBRID CABLE 1 SCALE: N.T.S. SCALE: N.T.S.